Shear resistance analysis of intermediate short columns subjected to lateral loading using numerical method
Abstract The shear behavior of intermediate short columns affects the overall performance and behavior of reinforced concrete buildings subjected to lateral loads. In this study, a reinforced concrete intermediate short column subjected to the simultaneous action of constant axial load and lateral l...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Rath, Badrinarayan [verfasserIn] |
|---|
| Format: |
E-Artikel |
|---|---|
| Sprache: |
Englisch |
| Erschienen: |
2023 |
|---|
| Schlagwörter: |
|---|
| Anmerkung: |
© The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
|---|
| Übergeordnetes Werk: |
Enthalten in: Multiscale and multidisciplinary modeling, experiments and design - Cham : Springer International Publishing, 2017, 7(2023), 1 vom: 22. Aug., Seite 425-441 |
|---|---|
| Übergeordnetes Werk: |
volume:7 ; year:2023 ; number:1 ; day:22 ; month:08 ; pages:425-441 |
| Links: |
|---|
| DOI / URN: |
10.1007/s41939-023-00221-5 |
|---|
| Katalog-ID: |
SPR054805252 |
|---|
| LEADER | 01000naa a22002652 4500 | ||
|---|---|---|---|
| 001 | SPR054805252 | ||
| 003 | DE-627 | ||
| 005 | 20240217064647.0 | ||
| 007 | cr uuu---uuuuu | ||
| 008 | 240217s2023 xx |||||o 00| ||eng c | ||
| 024 | 7 | |a 10.1007/s41939-023-00221-5 |2 doi | |
| 035 | |a (DE-627)SPR054805252 | ||
| 035 | |a (SPR)s41939-023-00221-5-e | ||
| 040 | |a DE-627 |b ger |c DE-627 |e rakwb | ||
| 041 | |a eng | ||
| 100 | 1 | |a Rath, Badrinarayan |e verfasserin |0 (orcid)0000-0001-9675-9684 |4 aut | |
| 245 | 1 | 0 | |a Shear resistance analysis of intermediate short columns subjected to lateral loading using numerical method |
| 264 | 1 | |c 2023 | |
| 336 | |a Text |b txt |2 rdacontent | ||
| 337 | |a Computermedien |b c |2 rdamedia | ||
| 338 | |a Online-Ressource |b cr |2 rdacarrier | ||
| 500 | |a © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. | ||
| 520 | |a Abstract The shear behavior of intermediate short columns affects the overall performance and behavior of reinforced concrete buildings subjected to lateral loads. In this study, a reinforced concrete intermediate short column subjected to the simultaneous action of constant axial load and lateral loading underwent nonlinear finite element analysis using ANSYS 2019. The most important factors influencing the response of an intermediate short column under axial load and lateral load acting simultaneously were examined using a finite element parametric study. As study parameters, axial load ratio, height-to-depth ratio, and transverse reinforcement ratio were taken into consideration. The load–displacement behavior, crack pattern, shear capacity, plastic strain in ties, and ductility of the reinforced concrete intermediate short column were discussed in brief concerning the parametric finite element analysis results. The ratio of height-to-depth, the ratio of axial load, and the spacing of transverse reinforcement, all had a significant impact on the behavior of the crack pattern and plastic strain of reinforced concrete intermediate short columns. With a decrease in the height-to-depth ratio and an increase in the axial load ratio and transverse reinforcement ratio, the ultimate shear capacity of reinforced concrete intermediate short columns significantly improved. At last, the ultimate shear capacity of reinforced concrete intermediate short columns obtained from the ANSYS method has been compared with the results obtained from the mathematical formula prescribed by ACI and ASCE codes for various column specimens. The variation coefficient was found for ACI and ASCE methods as 0.82 and 0.85, respectively. | ||
| 650 | 4 | |a Intermediate short column |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Seismic behavior |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Crack pattern |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Shear capacity |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Depth ratio |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Axial load ratio |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a ANSYS |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Nigatu, Abiti |4 aut | |
| 700 | 1 | |a Dereje, Bewiket |4 aut | |
| 700 | 1 | |a Praveenkumar, T. R. |4 aut | |
| 700 | 1 | |a Garoma, Shiferaw |4 aut | |
| 700 | 1 | |a Kebede, Kassahun |4 aut | |
| 700 | 1 | |a Mulatu, Adamu |4 aut | |
| 700 | 1 | |a Getachew, Kabtamu |4 aut | |
| 700 | 1 | |a Misgana, Dabala |4 aut | |
| 773 | 0 | 8 | |i Enthalten in |t Multiscale and multidisciplinary modeling, experiments and design |d Cham : Springer International Publishing, 2017 |g 7(2023), 1 vom: 22. Aug., Seite 425-441 |w (DE-627)1007210842 |w (DE-600)2913588-6 |x 2520-8179 |7 nnns |
| 773 | 1 | 8 | |g volume:7 |g year:2023 |g number:1 |g day:22 |g month:08 |g pages:425-441 |
| 856 | 4 | 0 | |u https://dx.doi.org/10.1007/s41939-023-00221-5 |z lizenzpflichtig |3 Volltext |
| 912 | |a GBV_USEFLAG_A | ||
| 912 | |a SYSFLAG_A | ||
| 912 | |a GBV_SPRINGER | ||
| 912 | |a GBV_ILN_11 | ||
| 912 | |a GBV_ILN_20 | ||
| 912 | |a GBV_ILN_22 | ||
| 912 | |a GBV_ILN_23 | ||
| 912 | |a GBV_ILN_24 | ||
| 912 | |a GBV_ILN_31 | ||
| 912 | |a GBV_ILN_32 | ||
| 912 | |a GBV_ILN_39 | ||
| 912 | |a GBV_ILN_40 | ||
| 912 | |a GBV_ILN_60 | ||
| 912 | |a GBV_ILN_62 | ||
| 912 | |a GBV_ILN_63 | ||
| 912 | |a GBV_ILN_65 | ||
| 912 | |a GBV_ILN_69 | ||
| 912 | |a GBV_ILN_70 | ||
| 912 | |a GBV_ILN_73 | ||
| 912 | |a GBV_ILN_74 | ||
| 912 | |a GBV_ILN_90 | ||
| 912 | |a GBV_ILN_95 | ||
| 912 | |a GBV_ILN_100 | ||
| 912 | |a GBV_ILN_105 | ||
| 912 | |a GBV_ILN_110 | ||
| 912 | |a GBV_ILN_120 | ||
| 912 | |a GBV_ILN_138 | ||
| 912 | |a GBV_ILN_150 | ||
| 912 | |a GBV_ILN_151 | ||
| 912 | |a GBV_ILN_152 | ||
| 912 | |a GBV_ILN_161 | ||
| 912 | |a GBV_ILN_170 | ||
| 912 | |a GBV_ILN_171 | ||
| 912 | |a GBV_ILN_187 | ||
| 912 | |a GBV_ILN_213 | ||
| 912 | |a GBV_ILN_224 | ||
| 912 | |a GBV_ILN_230 | ||
| 912 | |a GBV_ILN_250 | ||
| 912 | |a GBV_ILN_266 | ||
| 912 | |a GBV_ILN_281 | ||
| 912 | |a GBV_ILN_285 | ||
| 912 | |a GBV_ILN_293 | ||
| 912 | |a GBV_ILN_370 | ||
| 912 | |a GBV_ILN_602 | ||
| 912 | |a GBV_ILN_636 | ||
| 912 | |a GBV_ILN_702 | ||
| 912 | |a GBV_ILN_2001 | ||
| 912 | |a GBV_ILN_2003 | ||
| 912 | |a GBV_ILN_2004 | ||
| 912 | |a GBV_ILN_2005 | ||
| 912 | |a GBV_ILN_2006 | ||
| 912 | |a GBV_ILN_2007 | ||
| 912 | |a GBV_ILN_2008 | ||
| 912 | |a GBV_ILN_2009 | ||
| 912 | |a GBV_ILN_2010 | ||
| 912 | |a GBV_ILN_2011 | ||
| 912 | |a GBV_ILN_2014 | ||
| 912 | |a GBV_ILN_2015 | ||
| 912 | |a GBV_ILN_2020 | ||
| 912 | |a GBV_ILN_2021 | ||
| 912 | |a GBV_ILN_2025 | ||
| 912 | |a GBV_ILN_2026 | ||
| 912 | |a GBV_ILN_2027 | ||
| 912 | |a GBV_ILN_2031 | ||
| 912 | |a GBV_ILN_2034 | ||
| 912 | |a GBV_ILN_2037 | ||
| 912 | |a GBV_ILN_2038 | ||
| 912 | |a GBV_ILN_2039 | ||
| 912 | |a GBV_ILN_2044 | ||
| 912 | |a GBV_ILN_2048 | ||
| 912 | |a GBV_ILN_2049 | ||
| 912 | |a GBV_ILN_2050 | ||
| 912 | |a GBV_ILN_2055 | ||
| 912 | |a GBV_ILN_2056 | ||
| 912 | |a GBV_ILN_2057 | ||
| 912 | |a GBV_ILN_2059 | ||
| 912 | |a GBV_ILN_2061 | ||
| 912 | |a GBV_ILN_2064 | ||
| 912 | |a GBV_ILN_2065 | ||
| 912 | |a GBV_ILN_2068 | ||
| 912 | |a GBV_ILN_2088 | ||
| 912 | |a GBV_ILN_2093 | ||
| 912 | |a GBV_ILN_2106 | ||
| 912 | |a GBV_ILN_2107 | ||
| 912 | |a GBV_ILN_2108 | ||
| 912 | |a GBV_ILN_2110 | ||
| 912 | |a GBV_ILN_2111 | ||
| 912 | |a GBV_ILN_2112 | ||
| 912 | |a GBV_ILN_2113 | ||
| 912 | |a GBV_ILN_2118 | ||
| 912 | |a GBV_ILN_2122 | ||
| 912 | |a GBV_ILN_2129 | ||
| 912 | |a GBV_ILN_2143 | ||
| 912 | |a GBV_ILN_2144 | ||
| 912 | |a GBV_ILN_2147 | ||
| 912 | |a GBV_ILN_2148 | ||
| 912 | |a GBV_ILN_2152 | ||
| 912 | |a GBV_ILN_2153 | ||
| 912 | |a GBV_ILN_2188 | ||
| 912 | |a GBV_ILN_2190 | ||
| 912 | |a GBV_ILN_2232 | ||
| 912 | |a GBV_ILN_2336 | ||
| 912 | |a GBV_ILN_2446 | ||
| 912 | |a GBV_ILN_2470 | ||
| 912 | |a GBV_ILN_2472 | ||
| 912 | |a GBV_ILN_2507 | ||
| 912 | |a GBV_ILN_2522 | ||
| 912 | |a GBV_ILN_2548 | ||
| 912 | |a GBV_ILN_4035 | ||
| 912 | |a GBV_ILN_4037 | ||
| 912 | |a GBV_ILN_4046 | ||
| 912 | |a GBV_ILN_4112 | ||
| 912 | |a GBV_ILN_4125 | ||
| 912 | |a GBV_ILN_4126 | ||
| 912 | |a GBV_ILN_4242 | ||
| 912 | |a GBV_ILN_4246 | ||
| 912 | |a GBV_ILN_4249 | ||
| 912 | |a GBV_ILN_4251 | ||
| 912 | |a GBV_ILN_4305 | ||
| 912 | |a GBV_ILN_4306 | ||
| 912 | |a GBV_ILN_4307 | ||
| 912 | |a GBV_ILN_4313 | ||
| 912 | |a GBV_ILN_4322 | ||
| 912 | |a GBV_ILN_4323 | ||
| 912 | |a GBV_ILN_4324 | ||
| 912 | |a GBV_ILN_4325 | ||
| 912 | |a GBV_ILN_4326 | ||
| 912 | |a GBV_ILN_4328 | ||
| 912 | |a GBV_ILN_4333 | ||
| 912 | |a GBV_ILN_4334 | ||
| 912 | |a GBV_ILN_4335 | ||
| 912 | |a GBV_ILN_4336 | ||
| 912 | |a GBV_ILN_4338 | ||
| 912 | |a GBV_ILN_4393 | ||
| 912 | |a GBV_ILN_4700 | ||
| 951 | |a AR | ||
| 952 | |d 7 |j 2023 |e 1 |b 22 |c 08 |h 425-441 | ||
| author_variant |
b r br a n an b d bd t r p tr trp s g sg k k kk a m am k g kg d m dm |
|---|---|
| matchkey_str |
article:25208179:2023----::harssacaayioitreitsotounsbetdoaeal |
| hierarchy_sort_str |
2023 |
| publishDate |
2023 |
| allfields |
10.1007/s41939-023-00221-5 doi (DE-627)SPR054805252 (SPR)s41939-023-00221-5-e DE-627 ger DE-627 rakwb eng Rath, Badrinarayan verfasserin (orcid)0000-0001-9675-9684 aut Shear resistance analysis of intermediate short columns subjected to lateral loading using numerical method 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract The shear behavior of intermediate short columns affects the overall performance and behavior of reinforced concrete buildings subjected to lateral loads. In this study, a reinforced concrete intermediate short column subjected to the simultaneous action of constant axial load and lateral loading underwent nonlinear finite element analysis using ANSYS 2019. The most important factors influencing the response of an intermediate short column under axial load and lateral load acting simultaneously were examined using a finite element parametric study. As study parameters, axial load ratio, height-to-depth ratio, and transverse reinforcement ratio were taken into consideration. The load–displacement behavior, crack pattern, shear capacity, plastic strain in ties, and ductility of the reinforced concrete intermediate short column were discussed in brief concerning the parametric finite element analysis results. The ratio of height-to-depth, the ratio of axial load, and the spacing of transverse reinforcement, all had a significant impact on the behavior of the crack pattern and plastic strain of reinforced concrete intermediate short columns. With a decrease in the height-to-depth ratio and an increase in the axial load ratio and transverse reinforcement ratio, the ultimate shear capacity of reinforced concrete intermediate short columns significantly improved. At last, the ultimate shear capacity of reinforced concrete intermediate short columns obtained from the ANSYS method has been compared with the results obtained from the mathematical formula prescribed by ACI and ASCE codes for various column specimens. The variation coefficient was found for ACI and ASCE methods as 0.82 and 0.85, respectively. Intermediate short column (dpeaa)DE-He213 Seismic behavior (dpeaa)DE-He213 Crack pattern (dpeaa)DE-He213 Shear capacity (dpeaa)DE-He213 Depth ratio (dpeaa)DE-He213 Axial load ratio (dpeaa)DE-He213 ANSYS (dpeaa)DE-He213 Nigatu, Abiti aut Dereje, Bewiket aut Praveenkumar, T. R. aut Garoma, Shiferaw aut Kebede, Kassahun aut Mulatu, Adamu aut Getachew, Kabtamu aut Misgana, Dabala aut Enthalten in Multiscale and multidisciplinary modeling, experiments and design Cham : Springer International Publishing, 2017 7(2023), 1 vom: 22. Aug., Seite 425-441 (DE-627)1007210842 (DE-600)2913588-6 2520-8179 nnns volume:7 year:2023 number:1 day:22 month:08 pages:425-441 https://dx.doi.org/10.1007/s41939-023-00221-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_266 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 7 2023 1 22 08 425-441 |
| spelling |
10.1007/s41939-023-00221-5 doi (DE-627)SPR054805252 (SPR)s41939-023-00221-5-e DE-627 ger DE-627 rakwb eng Rath, Badrinarayan verfasserin (orcid)0000-0001-9675-9684 aut Shear resistance analysis of intermediate short columns subjected to lateral loading using numerical method 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract The shear behavior of intermediate short columns affects the overall performance and behavior of reinforced concrete buildings subjected to lateral loads. In this study, a reinforced concrete intermediate short column subjected to the simultaneous action of constant axial load and lateral loading underwent nonlinear finite element analysis using ANSYS 2019. The most important factors influencing the response of an intermediate short column under axial load and lateral load acting simultaneously were examined using a finite element parametric study. As study parameters, axial load ratio, height-to-depth ratio, and transverse reinforcement ratio were taken into consideration. The load–displacement behavior, crack pattern, shear capacity, plastic strain in ties, and ductility of the reinforced concrete intermediate short column were discussed in brief concerning the parametric finite element analysis results. The ratio of height-to-depth, the ratio of axial load, and the spacing of transverse reinforcement, all had a significant impact on the behavior of the crack pattern and plastic strain of reinforced concrete intermediate short columns. With a decrease in the height-to-depth ratio and an increase in the axial load ratio and transverse reinforcement ratio, the ultimate shear capacity of reinforced concrete intermediate short columns significantly improved. At last, the ultimate shear capacity of reinforced concrete intermediate short columns obtained from the ANSYS method has been compared with the results obtained from the mathematical formula prescribed by ACI and ASCE codes for various column specimens. The variation coefficient was found for ACI and ASCE methods as 0.82 and 0.85, respectively. Intermediate short column (dpeaa)DE-He213 Seismic behavior (dpeaa)DE-He213 Crack pattern (dpeaa)DE-He213 Shear capacity (dpeaa)DE-He213 Depth ratio (dpeaa)DE-He213 Axial load ratio (dpeaa)DE-He213 ANSYS (dpeaa)DE-He213 Nigatu, Abiti aut Dereje, Bewiket aut Praveenkumar, T. R. aut Garoma, Shiferaw aut Kebede, Kassahun aut Mulatu, Adamu aut Getachew, Kabtamu aut Misgana, Dabala aut Enthalten in Multiscale and multidisciplinary modeling, experiments and design Cham : Springer International Publishing, 2017 7(2023), 1 vom: 22. Aug., Seite 425-441 (DE-627)1007210842 (DE-600)2913588-6 2520-8179 nnns volume:7 year:2023 number:1 day:22 month:08 pages:425-441 https://dx.doi.org/10.1007/s41939-023-00221-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_266 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 7 2023 1 22 08 425-441 |
| allfields_unstemmed |
10.1007/s41939-023-00221-5 doi (DE-627)SPR054805252 (SPR)s41939-023-00221-5-e DE-627 ger DE-627 rakwb eng Rath, Badrinarayan verfasserin (orcid)0000-0001-9675-9684 aut Shear resistance analysis of intermediate short columns subjected to lateral loading using numerical method 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract The shear behavior of intermediate short columns affects the overall performance and behavior of reinforced concrete buildings subjected to lateral loads. In this study, a reinforced concrete intermediate short column subjected to the simultaneous action of constant axial load and lateral loading underwent nonlinear finite element analysis using ANSYS 2019. The most important factors influencing the response of an intermediate short column under axial load and lateral load acting simultaneously were examined using a finite element parametric study. As study parameters, axial load ratio, height-to-depth ratio, and transverse reinforcement ratio were taken into consideration. The load–displacement behavior, crack pattern, shear capacity, plastic strain in ties, and ductility of the reinforced concrete intermediate short column were discussed in brief concerning the parametric finite element analysis results. The ratio of height-to-depth, the ratio of axial load, and the spacing of transverse reinforcement, all had a significant impact on the behavior of the crack pattern and plastic strain of reinforced concrete intermediate short columns. With a decrease in the height-to-depth ratio and an increase in the axial load ratio and transverse reinforcement ratio, the ultimate shear capacity of reinforced concrete intermediate short columns significantly improved. At last, the ultimate shear capacity of reinforced concrete intermediate short columns obtained from the ANSYS method has been compared with the results obtained from the mathematical formula prescribed by ACI and ASCE codes for various column specimens. The variation coefficient was found for ACI and ASCE methods as 0.82 and 0.85, respectively. Intermediate short column (dpeaa)DE-He213 Seismic behavior (dpeaa)DE-He213 Crack pattern (dpeaa)DE-He213 Shear capacity (dpeaa)DE-He213 Depth ratio (dpeaa)DE-He213 Axial load ratio (dpeaa)DE-He213 ANSYS (dpeaa)DE-He213 Nigatu, Abiti aut Dereje, Bewiket aut Praveenkumar, T. R. aut Garoma, Shiferaw aut Kebede, Kassahun aut Mulatu, Adamu aut Getachew, Kabtamu aut Misgana, Dabala aut Enthalten in Multiscale and multidisciplinary modeling, experiments and design Cham : Springer International Publishing, 2017 7(2023), 1 vom: 22. Aug., Seite 425-441 (DE-627)1007210842 (DE-600)2913588-6 2520-8179 nnns volume:7 year:2023 number:1 day:22 month:08 pages:425-441 https://dx.doi.org/10.1007/s41939-023-00221-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_266 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 7 2023 1 22 08 425-441 |
| allfieldsGer |
10.1007/s41939-023-00221-5 doi (DE-627)SPR054805252 (SPR)s41939-023-00221-5-e DE-627 ger DE-627 rakwb eng Rath, Badrinarayan verfasserin (orcid)0000-0001-9675-9684 aut Shear resistance analysis of intermediate short columns subjected to lateral loading using numerical method 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract The shear behavior of intermediate short columns affects the overall performance and behavior of reinforced concrete buildings subjected to lateral loads. In this study, a reinforced concrete intermediate short column subjected to the simultaneous action of constant axial load and lateral loading underwent nonlinear finite element analysis using ANSYS 2019. The most important factors influencing the response of an intermediate short column under axial load and lateral load acting simultaneously were examined using a finite element parametric study. As study parameters, axial load ratio, height-to-depth ratio, and transverse reinforcement ratio were taken into consideration. The load–displacement behavior, crack pattern, shear capacity, plastic strain in ties, and ductility of the reinforced concrete intermediate short column were discussed in brief concerning the parametric finite element analysis results. The ratio of height-to-depth, the ratio of axial load, and the spacing of transverse reinforcement, all had a significant impact on the behavior of the crack pattern and plastic strain of reinforced concrete intermediate short columns. With a decrease in the height-to-depth ratio and an increase in the axial load ratio and transverse reinforcement ratio, the ultimate shear capacity of reinforced concrete intermediate short columns significantly improved. At last, the ultimate shear capacity of reinforced concrete intermediate short columns obtained from the ANSYS method has been compared with the results obtained from the mathematical formula prescribed by ACI and ASCE codes for various column specimens. The variation coefficient was found for ACI and ASCE methods as 0.82 and 0.85, respectively. Intermediate short column (dpeaa)DE-He213 Seismic behavior (dpeaa)DE-He213 Crack pattern (dpeaa)DE-He213 Shear capacity (dpeaa)DE-He213 Depth ratio (dpeaa)DE-He213 Axial load ratio (dpeaa)DE-He213 ANSYS (dpeaa)DE-He213 Nigatu, Abiti aut Dereje, Bewiket aut Praveenkumar, T. R. aut Garoma, Shiferaw aut Kebede, Kassahun aut Mulatu, Adamu aut Getachew, Kabtamu aut Misgana, Dabala aut Enthalten in Multiscale and multidisciplinary modeling, experiments and design Cham : Springer International Publishing, 2017 7(2023), 1 vom: 22. Aug., Seite 425-441 (DE-627)1007210842 (DE-600)2913588-6 2520-8179 nnns volume:7 year:2023 number:1 day:22 month:08 pages:425-441 https://dx.doi.org/10.1007/s41939-023-00221-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_266 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 7 2023 1 22 08 425-441 |
| allfieldsSound |
10.1007/s41939-023-00221-5 doi (DE-627)SPR054805252 (SPR)s41939-023-00221-5-e DE-627 ger DE-627 rakwb eng Rath, Badrinarayan verfasserin (orcid)0000-0001-9675-9684 aut Shear resistance analysis of intermediate short columns subjected to lateral loading using numerical method 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. Abstract The shear behavior of intermediate short columns affects the overall performance and behavior of reinforced concrete buildings subjected to lateral loads. In this study, a reinforced concrete intermediate short column subjected to the simultaneous action of constant axial load and lateral loading underwent nonlinear finite element analysis using ANSYS 2019. The most important factors influencing the response of an intermediate short column under axial load and lateral load acting simultaneously were examined using a finite element parametric study. As study parameters, axial load ratio, height-to-depth ratio, and transverse reinforcement ratio were taken into consideration. The load–displacement behavior, crack pattern, shear capacity, plastic strain in ties, and ductility of the reinforced concrete intermediate short column were discussed in brief concerning the parametric finite element analysis results. The ratio of height-to-depth, the ratio of axial load, and the spacing of transverse reinforcement, all had a significant impact on the behavior of the crack pattern and plastic strain of reinforced concrete intermediate short columns. With a decrease in the height-to-depth ratio and an increase in the axial load ratio and transverse reinforcement ratio, the ultimate shear capacity of reinforced concrete intermediate short columns significantly improved. At last, the ultimate shear capacity of reinforced concrete intermediate short columns obtained from the ANSYS method has been compared with the results obtained from the mathematical formula prescribed by ACI and ASCE codes for various column specimens. The variation coefficient was found for ACI and ASCE methods as 0.82 and 0.85, respectively. Intermediate short column (dpeaa)DE-He213 Seismic behavior (dpeaa)DE-He213 Crack pattern (dpeaa)DE-He213 Shear capacity (dpeaa)DE-He213 Depth ratio (dpeaa)DE-He213 Axial load ratio (dpeaa)DE-He213 ANSYS (dpeaa)DE-He213 Nigatu, Abiti aut Dereje, Bewiket aut Praveenkumar, T. R. aut Garoma, Shiferaw aut Kebede, Kassahun aut Mulatu, Adamu aut Getachew, Kabtamu aut Misgana, Dabala aut Enthalten in Multiscale and multidisciplinary modeling, experiments and design Cham : Springer International Publishing, 2017 7(2023), 1 vom: 22. Aug., Seite 425-441 (DE-627)1007210842 (DE-600)2913588-6 2520-8179 nnns volume:7 year:2023 number:1 day:22 month:08 pages:425-441 https://dx.doi.org/10.1007/s41939-023-00221-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_266 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 7 2023 1 22 08 425-441 |
| language |
English |
| source |
Enthalten in Multiscale and multidisciplinary modeling, experiments and design 7(2023), 1 vom: 22. Aug., Seite 425-441 volume:7 year:2023 number:1 day:22 month:08 pages:425-441 |
| sourceStr |
Enthalten in Multiscale and multidisciplinary modeling, experiments and design 7(2023), 1 vom: 22. Aug., Seite 425-441 volume:7 year:2023 number:1 day:22 month:08 pages:425-441 |
| format_phy_str_mv |
Article |
| institution |
findex.gbv.de |
| topic_facet |
Intermediate short column Seismic behavior Crack pattern Shear capacity Depth ratio Axial load ratio ANSYS |
| isfreeaccess_bool |
false |
| container_title |
Multiscale and multidisciplinary modeling, experiments and design |
| authorswithroles_txt_mv |
Rath, Badrinarayan @@aut@@ Nigatu, Abiti @@aut@@ Dereje, Bewiket @@aut@@ Praveenkumar, T. R. @@aut@@ Garoma, Shiferaw @@aut@@ Kebede, Kassahun @@aut@@ Mulatu, Adamu @@aut@@ Getachew, Kabtamu @@aut@@ Misgana, Dabala @@aut@@ |
| publishDateDaySort_date |
2023-08-22T00:00:00Z |
| hierarchy_top_id |
1007210842 |
| id |
SPR054805252 |
| language_de |
englisch |
| fullrecord |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000naa a22002652 4500</leader><controlfield tag="001">SPR054805252</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20240217064647.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">240217s2023 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s41939-023-00221-5</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)SPR054805252</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(SPR)s41939-023-00221-5-e</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Rath, Badrinarayan</subfield><subfield code="e">verfasserin</subfield><subfield code="0">(orcid)0000-0001-9675-9684</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Shear resistance analysis of intermediate short columns subjected to lateral loading using numerical method</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2023</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract The shear behavior of intermediate short columns affects the overall performance and behavior of reinforced concrete buildings subjected to lateral loads. In this study, a reinforced concrete intermediate short column subjected to the simultaneous action of constant axial load and lateral loading underwent nonlinear finite element analysis using ANSYS 2019. The most important factors influencing the response of an intermediate short column under axial load and lateral load acting simultaneously were examined using a finite element parametric study. As study parameters, axial load ratio, height-to-depth ratio, and transverse reinforcement ratio were taken into consideration. The load–displacement behavior, crack pattern, shear capacity, plastic strain in ties, and ductility of the reinforced concrete intermediate short column were discussed in brief concerning the parametric finite element analysis results. The ratio of height-to-depth, the ratio of axial load, and the spacing of transverse reinforcement, all had a significant impact on the behavior of the crack pattern and plastic strain of reinforced concrete intermediate short columns. With a decrease in the height-to-depth ratio and an increase in the axial load ratio and transverse reinforcement ratio, the ultimate shear capacity of reinforced concrete intermediate short columns significantly improved. At last, the ultimate shear capacity of reinforced concrete intermediate short columns obtained from the ANSYS method has been compared with the results obtained from the mathematical formula prescribed by ACI and ASCE codes for various column specimens. The variation coefficient was found for ACI and ASCE methods as 0.82 and 0.85, respectively.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Intermediate short column</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Seismic behavior</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Crack pattern</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Shear capacity</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Depth ratio</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Axial load ratio</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">ANSYS</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Nigatu, Abiti</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Dereje, Bewiket</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Praveenkumar, T. R.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Garoma, Shiferaw</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Kebede, Kassahun</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Mulatu, Adamu</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Getachew, Kabtamu</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Misgana, Dabala</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Multiscale and multidisciplinary modeling, experiments and design</subfield><subfield code="d">Cham : Springer International Publishing, 2017</subfield><subfield code="g">7(2023), 1 vom: 22. Aug., Seite 425-441</subfield><subfield code="w">(DE-627)1007210842</subfield><subfield code="w">(DE-600)2913588-6</subfield><subfield code="x">2520-8179</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:7</subfield><subfield code="g">year:2023</subfield><subfield code="g">number:1</subfield><subfield code="g">day:22</subfield><subfield code="g">month:08</subfield><subfield code="g">pages:425-441</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://dx.doi.org/10.1007/s41939-023-00221-5</subfield><subfield code="z">lizenzpflichtig</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_SPRINGER</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_11</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_20</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_22</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_23</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_24</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_31</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_32</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_39</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_40</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_60</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_62</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_63</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_65</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_69</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_73</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_74</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_90</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_95</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_100</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_105</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_110</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_120</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_138</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_150</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_151</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_152</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_161</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_170</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_171</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_187</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_213</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_224</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_230</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_250</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_266</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_281</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_285</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_293</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_370</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_602</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_636</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_702</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2001</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2003</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2004</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2005</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2006</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2007</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2008</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2009</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2010</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2011</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2014</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2015</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2020</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2021</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2025</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2026</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2027</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2031</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2034</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2037</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2038</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2039</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2044</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2048</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2049</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2050</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2055</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2056</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2057</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2059</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2061</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2064</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2065</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2068</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2088</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2093</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2106</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2107</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2108</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2110</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2111</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2112</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2113</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2118</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2122</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2129</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2143</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2144</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2147</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2148</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2152</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2153</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2188</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2190</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2232</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2336</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2446</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2470</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2472</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2507</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2522</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2548</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4035</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4037</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4046</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4112</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4125</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4126</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4242</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4246</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4249</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4251</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4305</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4306</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4307</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4313</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4322</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4323</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4324</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4325</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4326</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4328</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4333</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4334</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4335</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4336</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4338</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4393</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4700</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">7</subfield><subfield code="j">2023</subfield><subfield code="e">1</subfield><subfield code="b">22</subfield><subfield code="c">08</subfield><subfield code="h">425-441</subfield></datafield></record></collection>
|
| author |
Rath, Badrinarayan |
| spellingShingle |
Rath, Badrinarayan misc Intermediate short column misc Seismic behavior misc Crack pattern misc Shear capacity misc Depth ratio misc Axial load ratio misc ANSYS Shear resistance analysis of intermediate short columns subjected to lateral loading using numerical method |
| authorStr |
Rath, Badrinarayan |
| ppnlink_with_tag_str_mv |
@@773@@(DE-627)1007210842 |
| format |
electronic Article |
| delete_txt_mv |
keep |
| author_role |
aut aut aut aut aut aut aut aut aut |
| collection |
springer |
| remote_str |
true |
| illustrated |
Not Illustrated |
| issn |
2520-8179 |
| topic_title |
Shear resistance analysis of intermediate short columns subjected to lateral loading using numerical method Intermediate short column (dpeaa)DE-He213 Seismic behavior (dpeaa)DE-He213 Crack pattern (dpeaa)DE-He213 Shear capacity (dpeaa)DE-He213 Depth ratio (dpeaa)DE-He213 Axial load ratio (dpeaa)DE-He213 ANSYS (dpeaa)DE-He213 |
| topic |
misc Intermediate short column misc Seismic behavior misc Crack pattern misc Shear capacity misc Depth ratio misc Axial load ratio misc ANSYS |
| topic_unstemmed |
misc Intermediate short column misc Seismic behavior misc Crack pattern misc Shear capacity misc Depth ratio misc Axial load ratio misc ANSYS |
| topic_browse |
misc Intermediate short column misc Seismic behavior misc Crack pattern misc Shear capacity misc Depth ratio misc Axial load ratio misc ANSYS |
| format_facet |
Elektronische Aufsätze Aufsätze Elektronische Ressource |
| format_main_str_mv |
Text Zeitschrift/Artikel |
| carriertype_str_mv |
cr |
| hierarchy_parent_title |
Multiscale and multidisciplinary modeling, experiments and design |
| hierarchy_parent_id |
1007210842 |
| hierarchy_top_title |
Multiscale and multidisciplinary modeling, experiments and design |
| isfreeaccess_txt |
false |
| familylinks_str_mv |
(DE-627)1007210842 (DE-600)2913588-6 |
| title |
Shear resistance analysis of intermediate short columns subjected to lateral loading using numerical method |
| ctrlnum |
(DE-627)SPR054805252 (SPR)s41939-023-00221-5-e |
| title_full |
Shear resistance analysis of intermediate short columns subjected to lateral loading using numerical method |
| author_sort |
Rath, Badrinarayan |
| journal |
Multiscale and multidisciplinary modeling, experiments and design |
| journalStr |
Multiscale and multidisciplinary modeling, experiments and design |
| lang_code |
eng |
| isOA_bool |
false |
| recordtype |
marc |
| publishDateSort |
2023 |
| contenttype_str_mv |
txt |
| container_start_page |
425 |
| author_browse |
Rath, Badrinarayan Nigatu, Abiti Dereje, Bewiket Praveenkumar, T. R. Garoma, Shiferaw Kebede, Kassahun Mulatu, Adamu Getachew, Kabtamu Misgana, Dabala |
| container_volume |
7 |
| format_se |
Elektronische Aufsätze |
| author-letter |
Rath, Badrinarayan |
| doi_str_mv |
10.1007/s41939-023-00221-5 |
| normlink |
(ORCID)0000-0001-9675-9684 |
| normlink_prefix_str_mv |
(orcid)0000-0001-9675-9684 |
| title_sort |
shear resistance analysis of intermediate short columns subjected to lateral loading using numerical method |
| title_auth |
Shear resistance analysis of intermediate short columns subjected to lateral loading using numerical method |
| abstract |
Abstract The shear behavior of intermediate short columns affects the overall performance and behavior of reinforced concrete buildings subjected to lateral loads. In this study, a reinforced concrete intermediate short column subjected to the simultaneous action of constant axial load and lateral loading underwent nonlinear finite element analysis using ANSYS 2019. The most important factors influencing the response of an intermediate short column under axial load and lateral load acting simultaneously were examined using a finite element parametric study. As study parameters, axial load ratio, height-to-depth ratio, and transverse reinforcement ratio were taken into consideration. The load–displacement behavior, crack pattern, shear capacity, plastic strain in ties, and ductility of the reinforced concrete intermediate short column were discussed in brief concerning the parametric finite element analysis results. The ratio of height-to-depth, the ratio of axial load, and the spacing of transverse reinforcement, all had a significant impact on the behavior of the crack pattern and plastic strain of reinforced concrete intermediate short columns. With a decrease in the height-to-depth ratio and an increase in the axial load ratio and transverse reinforcement ratio, the ultimate shear capacity of reinforced concrete intermediate short columns significantly improved. At last, the ultimate shear capacity of reinforced concrete intermediate short columns obtained from the ANSYS method has been compared with the results obtained from the mathematical formula prescribed by ACI and ASCE codes for various column specimens. The variation coefficient was found for ACI and ASCE methods as 0.82 and 0.85, respectively. © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
| abstractGer |
Abstract The shear behavior of intermediate short columns affects the overall performance and behavior of reinforced concrete buildings subjected to lateral loads. In this study, a reinforced concrete intermediate short column subjected to the simultaneous action of constant axial load and lateral loading underwent nonlinear finite element analysis using ANSYS 2019. The most important factors influencing the response of an intermediate short column under axial load and lateral load acting simultaneously were examined using a finite element parametric study. As study parameters, axial load ratio, height-to-depth ratio, and transverse reinforcement ratio were taken into consideration. The load–displacement behavior, crack pattern, shear capacity, plastic strain in ties, and ductility of the reinforced concrete intermediate short column were discussed in brief concerning the parametric finite element analysis results. The ratio of height-to-depth, the ratio of axial load, and the spacing of transverse reinforcement, all had a significant impact on the behavior of the crack pattern and plastic strain of reinforced concrete intermediate short columns. With a decrease in the height-to-depth ratio and an increase in the axial load ratio and transverse reinforcement ratio, the ultimate shear capacity of reinforced concrete intermediate short columns significantly improved. At last, the ultimate shear capacity of reinforced concrete intermediate short columns obtained from the ANSYS method has been compared with the results obtained from the mathematical formula prescribed by ACI and ASCE codes for various column specimens. The variation coefficient was found for ACI and ASCE methods as 0.82 and 0.85, respectively. © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
| abstract_unstemmed |
Abstract The shear behavior of intermediate short columns affects the overall performance and behavior of reinforced concrete buildings subjected to lateral loads. In this study, a reinforced concrete intermediate short column subjected to the simultaneous action of constant axial load and lateral loading underwent nonlinear finite element analysis using ANSYS 2019. The most important factors influencing the response of an intermediate short column under axial load and lateral load acting simultaneously were examined using a finite element parametric study. As study parameters, axial load ratio, height-to-depth ratio, and transverse reinforcement ratio were taken into consideration. The load–displacement behavior, crack pattern, shear capacity, plastic strain in ties, and ductility of the reinforced concrete intermediate short column were discussed in brief concerning the parametric finite element analysis results. The ratio of height-to-depth, the ratio of axial load, and the spacing of transverse reinforcement, all had a significant impact on the behavior of the crack pattern and plastic strain of reinforced concrete intermediate short columns. With a decrease in the height-to-depth ratio and an increase in the axial load ratio and transverse reinforcement ratio, the ultimate shear capacity of reinforced concrete intermediate short columns significantly improved. At last, the ultimate shear capacity of reinforced concrete intermediate short columns obtained from the ANSYS method has been compared with the results obtained from the mathematical formula prescribed by ACI and ASCE codes for various column specimens. The variation coefficient was found for ACI and ASCE methods as 0.82 and 0.85, respectively. © The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law. |
| collection_details |
GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_266 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 |
| container_issue |
1 |
| title_short |
Shear resistance analysis of intermediate short columns subjected to lateral loading using numerical method |
| url |
https://dx.doi.org/10.1007/s41939-023-00221-5 |
| remote_bool |
true |
| author2 |
Nigatu, Abiti Dereje, Bewiket Praveenkumar, T. R. Garoma, Shiferaw Kebede, Kassahun Mulatu, Adamu Getachew, Kabtamu Misgana, Dabala |
| author2Str |
Nigatu, Abiti Dereje, Bewiket Praveenkumar, T. R. Garoma, Shiferaw Kebede, Kassahun Mulatu, Adamu Getachew, Kabtamu Misgana, Dabala |
| ppnlink |
1007210842 |
| mediatype_str_mv |
c |
| isOA_txt |
false |
| hochschulschrift_bool |
false |
| doi_str |
10.1007/s41939-023-00221-5 |
| up_date |
2024-07-04T03:05:06.857Z |
| _version_ |
1803616053476982784 |
| fullrecord_marcxml |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000naa a22002652 4500</leader><controlfield tag="001">SPR054805252</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20240217064647.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">240217s2023 xx |||||o 00| ||eng c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.1007/s41939-023-00221-5</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)SPR054805252</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(SPR)s41939-023-00221-5-e</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">eng</subfield></datafield><datafield tag="100" ind1="1" ind2=" "><subfield code="a">Rath, Badrinarayan</subfield><subfield code="e">verfasserin</subfield><subfield code="0">(orcid)0000-0001-9675-9684</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="0"><subfield code="a">Shear resistance analysis of intermediate short columns subjected to lateral loading using numerical method</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2023</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="500" ind1=" " ind2=" "><subfield code="a">© The Author(s), under exclusive licence to Springer Nature Switzerland AG 2023. Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Abstract The shear behavior of intermediate short columns affects the overall performance and behavior of reinforced concrete buildings subjected to lateral loads. In this study, a reinforced concrete intermediate short column subjected to the simultaneous action of constant axial load and lateral loading underwent nonlinear finite element analysis using ANSYS 2019. The most important factors influencing the response of an intermediate short column under axial load and lateral load acting simultaneously were examined using a finite element parametric study. As study parameters, axial load ratio, height-to-depth ratio, and transverse reinforcement ratio were taken into consideration. The load–displacement behavior, crack pattern, shear capacity, plastic strain in ties, and ductility of the reinforced concrete intermediate short column were discussed in brief concerning the parametric finite element analysis results. The ratio of height-to-depth, the ratio of axial load, and the spacing of transverse reinforcement, all had a significant impact on the behavior of the crack pattern and plastic strain of reinforced concrete intermediate short columns. With a decrease in the height-to-depth ratio and an increase in the axial load ratio and transverse reinforcement ratio, the ultimate shear capacity of reinforced concrete intermediate short columns significantly improved. At last, the ultimate shear capacity of reinforced concrete intermediate short columns obtained from the ANSYS method has been compared with the results obtained from the mathematical formula prescribed by ACI and ASCE codes for various column specimens. The variation coefficient was found for ACI and ASCE methods as 0.82 and 0.85, respectively.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Intermediate short column</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Seismic behavior</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Crack pattern</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Shear capacity</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Depth ratio</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Axial load ratio</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">ANSYS</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Nigatu, Abiti</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Dereje, Bewiket</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Praveenkumar, T. R.</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Garoma, Shiferaw</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Kebede, Kassahun</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Mulatu, Adamu</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Getachew, Kabtamu</subfield><subfield code="4">aut</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Misgana, Dabala</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">Enthalten in</subfield><subfield code="t">Multiscale and multidisciplinary modeling, experiments and design</subfield><subfield code="d">Cham : Springer International Publishing, 2017</subfield><subfield code="g">7(2023), 1 vom: 22. Aug., Seite 425-441</subfield><subfield code="w">(DE-627)1007210842</subfield><subfield code="w">(DE-600)2913588-6</subfield><subfield code="x">2520-8179</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:7</subfield><subfield code="g">year:2023</subfield><subfield code="g">number:1</subfield><subfield code="g">day:22</subfield><subfield code="g">month:08</subfield><subfield code="g">pages:425-441</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://dx.doi.org/10.1007/s41939-023-00221-5</subfield><subfield code="z">lizenzpflichtig</subfield><subfield code="3">Volltext</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_SPRINGER</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_11</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_20</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_22</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_23</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_24</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_31</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_32</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_39</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_40</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_60</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_62</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_63</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_65</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_69</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_70</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_73</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_74</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_90</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_95</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_100</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_105</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_110</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_120</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_138</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_150</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_151</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_152</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_161</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_170</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_171</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_187</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_213</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_224</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_230</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_250</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_266</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_281</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_285</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_293</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_370</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_602</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_636</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_702</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2001</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2003</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2004</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2005</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2006</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2007</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2008</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2009</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2010</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2011</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2014</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2015</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2020</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2021</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2025</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2026</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2027</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2031</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2034</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2037</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2038</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2039</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2044</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2048</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2049</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2050</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2055</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2056</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2057</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2059</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2061</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2064</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2065</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2068</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2088</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2093</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2106</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2107</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2108</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2110</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2111</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2112</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2113</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2118</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2122</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2129</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2143</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2144</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2147</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2148</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2152</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2153</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2188</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2190</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2232</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2336</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2446</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2470</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2472</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2507</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2522</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2548</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4035</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4037</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4046</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4112</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4125</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4126</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4242</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4246</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4249</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4251</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4305</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4306</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4307</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4313</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4322</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4323</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4324</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4325</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4326</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4328</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4333</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4334</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4335</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4336</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4338</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4393</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_4700</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">7</subfield><subfield code="j">2023</subfield><subfield code="e">1</subfield><subfield code="b">22</subfield><subfield code="c">08</subfield><subfield code="h">425-441</subfield></datafield></record></collection>
|
| score |
7.40226 |