Comparison of Critical Torque Values of Reinforced Concrete Walls Obtained from Tests, Finite Element Analyses and Various Standards
Abstract In this study, the cracking and maximum torsional moment values of reinforced concrete walls obtained from the experiments were compared with those obtained from finite element analyses and various standards. Reinforced concrete walls were designed according to the Turkey Building Earthquak...
Ausführliche Beschreibung
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| Autor*in: |
Türkay, Alperen [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2023 |
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| Anmerkung: |
© The Author(s), under exclusive licence to the Iran University of Science and Technology 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. |
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| Übergeordnetes Werk: |
Enthalten in: International journal of civil engineering - [Cham] : Springer International Publishing, 2003, 21(2023), 7 vom: 09. März, Seite 1181-1194 |
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| Übergeordnetes Werk: |
volume:21 ; year:2023 ; number:7 ; day:09 ; month:03 ; pages:1181-1194 |
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| DOI / URN: |
10.1007/s40999-023-00815-7 |
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SPR05157456X |
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| 520 | |a Abstract In this study, the cracking and maximum torsional moment values of reinforced concrete walls obtained from the experiments were compared with those obtained from finite element analyses and various standards. Reinforced concrete walls were designed according to the Turkey Building Earthquake Code 2018 (TBEC 2018) and the Turkish Standard 500 (TS500 2000). The purpose of this study is to compare the cracking and maximum torsional moments of reinforced concrete walls obtained using different methods. Data from the reinforced concrete wall tests were used for comparison. After the experimental tests, the ANSYS finite element program was used to perform numerical analyses. Finally, TS500 2000, ACI 318–14, and Eurocode 2 were used to obtain the theoretical values of the cracking and maximum torsional moment. All the data obtained from the three methods were compared and evaluated using tables and graphics. When the results are compared considering the length/width ratios (aspect ratios) of the walls, the calculation results show that the larger cross-section reinforced concrete walls have higher cracking and maximum torsional moments. It was determined that there was a 50% increase in the average cracking torsional moment with an increase in the aspect ratio from 5 to 7. This increase was calculated as 33% at the maximum torsional moment. When the results are compared according to different methods, it was observed that the cracking torsional moment values obtained from ANSYS analyses were similar to those obtained from the standards. The experimental cracking torsional moments were higher than those obtained using the other two methods. The maximum torsional moments obtained from the three methods were similar. The analysis results show that the standard-based calculations offer more conservative results. | ||
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10.1007/s40999-023-00815-7 doi (DE-627)SPR05157456X (SPR)s40999-023-00815-7-e DE-627 ger DE-627 rakwb eng Türkay, Alperen verfasserin aut Comparison of Critical Torque Values of Reinforced Concrete Walls Obtained from Tests, Finite Element Analyses and Various Standards 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to the Iran University of Science and Technology 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 In this study, the cracking and maximum torsional moment values of reinforced concrete walls obtained from the experiments were compared with those obtained from finite element analyses and various standards. Reinforced concrete walls were designed according to the Turkey Building Earthquake Code 2018 (TBEC 2018) and the Turkish Standard 500 (TS500 2000). The purpose of this study is to compare the cracking and maximum torsional moments of reinforced concrete walls obtained using different methods. Data from the reinforced concrete wall tests were used for comparison. After the experimental tests, the ANSYS finite element program was used to perform numerical analyses. Finally, TS500 2000, ACI 318–14, and Eurocode 2 were used to obtain the theoretical values of the cracking and maximum torsional moment. All the data obtained from the three methods were compared and evaluated using tables and graphics. When the results are compared considering the length/width ratios (aspect ratios) of the walls, the calculation results show that the larger cross-section reinforced concrete walls have higher cracking and maximum torsional moments. It was determined that there was a 50% increase in the average cracking torsional moment with an increase in the aspect ratio from 5 to 7. This increase was calculated as 33% at the maximum torsional moment. When the results are compared according to different methods, it was observed that the cracking torsional moment values obtained from ANSYS analyses were similar to those obtained from the standards. The experimental cracking torsional moments were higher than those obtained using the other two methods. The maximum torsional moments obtained from the three methods were similar. The analysis results show that the standard-based calculations offer more conservative results. Reinforced concrete wall (dpeaa)DE-He213 Cracking torsional moment (dpeaa)DE-He213 Maximum torsional moment (dpeaa)DE-He213 Length/width ratio (dpeaa)DE-He213 Reversed cyclic load (dpeaa)DE-He213 Altun, Fatih aut Enthalten in International journal of civil engineering [Cham] : Springer International Publishing, 2003 21(2023), 7 vom: 09. März, Seite 1181-1194 (DE-627)857242466 (DE-600)2853422-0 2383-3874 nnns volume:21 year:2023 number:7 day:09 month:03 pages:1181-1194 https://dx.doi.org/10.1007/s40999-023-00815-7 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_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 21 2023 7 09 03 1181-1194 |
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10.1007/s40999-023-00815-7 doi (DE-627)SPR05157456X (SPR)s40999-023-00815-7-e DE-627 ger DE-627 rakwb eng Türkay, Alperen verfasserin aut Comparison of Critical Torque Values of Reinforced Concrete Walls Obtained from Tests, Finite Element Analyses and Various Standards 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to the Iran University of Science and Technology 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 In this study, the cracking and maximum torsional moment values of reinforced concrete walls obtained from the experiments were compared with those obtained from finite element analyses and various standards. Reinforced concrete walls were designed according to the Turkey Building Earthquake Code 2018 (TBEC 2018) and the Turkish Standard 500 (TS500 2000). The purpose of this study is to compare the cracking and maximum torsional moments of reinforced concrete walls obtained using different methods. Data from the reinforced concrete wall tests were used for comparison. After the experimental tests, the ANSYS finite element program was used to perform numerical analyses. Finally, TS500 2000, ACI 318–14, and Eurocode 2 were used to obtain the theoretical values of the cracking and maximum torsional moment. All the data obtained from the three methods were compared and evaluated using tables and graphics. When the results are compared considering the length/width ratios (aspect ratios) of the walls, the calculation results show that the larger cross-section reinforced concrete walls have higher cracking and maximum torsional moments. It was determined that there was a 50% increase in the average cracking torsional moment with an increase in the aspect ratio from 5 to 7. This increase was calculated as 33% at the maximum torsional moment. When the results are compared according to different methods, it was observed that the cracking torsional moment values obtained from ANSYS analyses were similar to those obtained from the standards. The experimental cracking torsional moments were higher than those obtained using the other two methods. The maximum torsional moments obtained from the three methods were similar. The analysis results show that the standard-based calculations offer more conservative results. Reinforced concrete wall (dpeaa)DE-He213 Cracking torsional moment (dpeaa)DE-He213 Maximum torsional moment (dpeaa)DE-He213 Length/width ratio (dpeaa)DE-He213 Reversed cyclic load (dpeaa)DE-He213 Altun, Fatih aut Enthalten in International journal of civil engineering [Cham] : Springer International Publishing, 2003 21(2023), 7 vom: 09. März, Seite 1181-1194 (DE-627)857242466 (DE-600)2853422-0 2383-3874 nnns volume:21 year:2023 number:7 day:09 month:03 pages:1181-1194 https://dx.doi.org/10.1007/s40999-023-00815-7 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_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 21 2023 7 09 03 1181-1194 |
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10.1007/s40999-023-00815-7 doi (DE-627)SPR05157456X (SPR)s40999-023-00815-7-e DE-627 ger DE-627 rakwb eng Türkay, Alperen verfasserin aut Comparison of Critical Torque Values of Reinforced Concrete Walls Obtained from Tests, Finite Element Analyses and Various Standards 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to the Iran University of Science and Technology 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 In this study, the cracking and maximum torsional moment values of reinforced concrete walls obtained from the experiments were compared with those obtained from finite element analyses and various standards. Reinforced concrete walls were designed according to the Turkey Building Earthquake Code 2018 (TBEC 2018) and the Turkish Standard 500 (TS500 2000). The purpose of this study is to compare the cracking and maximum torsional moments of reinforced concrete walls obtained using different methods. Data from the reinforced concrete wall tests were used for comparison. After the experimental tests, the ANSYS finite element program was used to perform numerical analyses. Finally, TS500 2000, ACI 318–14, and Eurocode 2 were used to obtain the theoretical values of the cracking and maximum torsional moment. All the data obtained from the three methods were compared and evaluated using tables and graphics. When the results are compared considering the length/width ratios (aspect ratios) of the walls, the calculation results show that the larger cross-section reinforced concrete walls have higher cracking and maximum torsional moments. It was determined that there was a 50% increase in the average cracking torsional moment with an increase in the aspect ratio from 5 to 7. This increase was calculated as 33% at the maximum torsional moment. When the results are compared according to different methods, it was observed that the cracking torsional moment values obtained from ANSYS analyses were similar to those obtained from the standards. The experimental cracking torsional moments were higher than those obtained using the other two methods. The maximum torsional moments obtained from the three methods were similar. The analysis results show that the standard-based calculations offer more conservative results. Reinforced concrete wall (dpeaa)DE-He213 Cracking torsional moment (dpeaa)DE-He213 Maximum torsional moment (dpeaa)DE-He213 Length/width ratio (dpeaa)DE-He213 Reversed cyclic load (dpeaa)DE-He213 Altun, Fatih aut Enthalten in International journal of civil engineering [Cham] : Springer International Publishing, 2003 21(2023), 7 vom: 09. März, Seite 1181-1194 (DE-627)857242466 (DE-600)2853422-0 2383-3874 nnns volume:21 year:2023 number:7 day:09 month:03 pages:1181-1194 https://dx.doi.org/10.1007/s40999-023-00815-7 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_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 21 2023 7 09 03 1181-1194 |
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10.1007/s40999-023-00815-7 doi (DE-627)SPR05157456X (SPR)s40999-023-00815-7-e DE-627 ger DE-627 rakwb eng Türkay, Alperen verfasserin aut Comparison of Critical Torque Values of Reinforced Concrete Walls Obtained from Tests, Finite Element Analyses and Various Standards 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to the Iran University of Science and Technology 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 In this study, the cracking and maximum torsional moment values of reinforced concrete walls obtained from the experiments were compared with those obtained from finite element analyses and various standards. Reinforced concrete walls were designed according to the Turkey Building Earthquake Code 2018 (TBEC 2018) and the Turkish Standard 500 (TS500 2000). The purpose of this study is to compare the cracking and maximum torsional moments of reinforced concrete walls obtained using different methods. Data from the reinforced concrete wall tests were used for comparison. After the experimental tests, the ANSYS finite element program was used to perform numerical analyses. Finally, TS500 2000, ACI 318–14, and Eurocode 2 were used to obtain the theoretical values of the cracking and maximum torsional moment. All the data obtained from the three methods were compared and evaluated using tables and graphics. When the results are compared considering the length/width ratios (aspect ratios) of the walls, the calculation results show that the larger cross-section reinforced concrete walls have higher cracking and maximum torsional moments. It was determined that there was a 50% increase in the average cracking torsional moment with an increase in the aspect ratio from 5 to 7. This increase was calculated as 33% at the maximum torsional moment. When the results are compared according to different methods, it was observed that the cracking torsional moment values obtained from ANSYS analyses were similar to those obtained from the standards. The experimental cracking torsional moments were higher than those obtained using the other two methods. The maximum torsional moments obtained from the three methods were similar. The analysis results show that the standard-based calculations offer more conservative results. Reinforced concrete wall (dpeaa)DE-He213 Cracking torsional moment (dpeaa)DE-He213 Maximum torsional moment (dpeaa)DE-He213 Length/width ratio (dpeaa)DE-He213 Reversed cyclic load (dpeaa)DE-He213 Altun, Fatih aut Enthalten in International journal of civil engineering [Cham] : Springer International Publishing, 2003 21(2023), 7 vom: 09. März, Seite 1181-1194 (DE-627)857242466 (DE-600)2853422-0 2383-3874 nnns volume:21 year:2023 number:7 day:09 month:03 pages:1181-1194 https://dx.doi.org/10.1007/s40999-023-00815-7 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_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 21 2023 7 09 03 1181-1194 |
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10.1007/s40999-023-00815-7 doi (DE-627)SPR05157456X (SPR)s40999-023-00815-7-e DE-627 ger DE-627 rakwb eng Türkay, Alperen verfasserin aut Comparison of Critical Torque Values of Reinforced Concrete Walls Obtained from Tests, Finite Element Analyses and Various Standards 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s), under exclusive licence to the Iran University of Science and Technology 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 In this study, the cracking and maximum torsional moment values of reinforced concrete walls obtained from the experiments were compared with those obtained from finite element analyses and various standards. Reinforced concrete walls were designed according to the Turkey Building Earthquake Code 2018 (TBEC 2018) and the Turkish Standard 500 (TS500 2000). The purpose of this study is to compare the cracking and maximum torsional moments of reinforced concrete walls obtained using different methods. Data from the reinforced concrete wall tests were used for comparison. After the experimental tests, the ANSYS finite element program was used to perform numerical analyses. Finally, TS500 2000, ACI 318–14, and Eurocode 2 were used to obtain the theoretical values of the cracking and maximum torsional moment. All the data obtained from the three methods were compared and evaluated using tables and graphics. When the results are compared considering the length/width ratios (aspect ratios) of the walls, the calculation results show that the larger cross-section reinforced concrete walls have higher cracking and maximum torsional moments. It was determined that there was a 50% increase in the average cracking torsional moment with an increase in the aspect ratio from 5 to 7. This increase was calculated as 33% at the maximum torsional moment. When the results are compared according to different methods, it was observed that the cracking torsional moment values obtained from ANSYS analyses were similar to those obtained from the standards. The experimental cracking torsional moments were higher than those obtained using the other two methods. The maximum torsional moments obtained from the three methods were similar. The analysis results show that the standard-based calculations offer more conservative results. Reinforced concrete wall (dpeaa)DE-He213 Cracking torsional moment (dpeaa)DE-He213 Maximum torsional moment (dpeaa)DE-He213 Length/width ratio (dpeaa)DE-He213 Reversed cyclic load (dpeaa)DE-He213 Altun, Fatih aut Enthalten in International journal of civil engineering [Cham] : Springer International Publishing, 2003 21(2023), 7 vom: 09. März, Seite 1181-1194 (DE-627)857242466 (DE-600)2853422-0 2383-3874 nnns volume:21 year:2023 number:7 day:09 month:03 pages:1181-1194 https://dx.doi.org/10.1007/s40999-023-00815-7 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_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 21 2023 7 09 03 1181-1194 |
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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 In this study, the cracking and maximum torsional moment values of reinforced concrete walls obtained from the experiments were compared with those obtained from finite element analyses and various standards. Reinforced concrete walls were designed according to the Turkey Building Earthquake Code 2018 (TBEC 2018) and the Turkish Standard 500 (TS500 2000). The purpose of this study is to compare the cracking and maximum torsional moments of reinforced concrete walls obtained using different methods. Data from the reinforced concrete wall tests were used for comparison. After the experimental tests, the ANSYS finite element program was used to perform numerical analyses. Finally, TS500 2000, ACI 318–14, and Eurocode 2 were used to obtain the theoretical values of the cracking and maximum torsional moment. All the data obtained from the three methods were compared and evaluated using tables and graphics. When the results are compared considering the length/width ratios (aspect ratios) of the walls, the calculation results show that the larger cross-section reinforced concrete walls have higher cracking and maximum torsional moments. It was determined that there was a 50% increase in the average cracking torsional moment with an increase in the aspect ratio from 5 to 7. This increase was calculated as 33% at the maximum torsional moment. When the results are compared according to different methods, it was observed that the cracking torsional moment values obtained from ANSYS analyses were similar to those obtained from the standards. The experimental cracking torsional moments were higher than those obtained using the other two methods. The maximum torsional moments obtained from the three methods were similar. 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Türkay, Alperen |
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Türkay, Alperen misc Reinforced concrete wall misc Cracking torsional moment misc Maximum torsional moment misc Length/width ratio misc Reversed cyclic load Comparison of Critical Torque Values of Reinforced Concrete Walls Obtained from Tests, Finite Element Analyses and Various Standards |
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Comparison of Critical Torque Values of Reinforced Concrete Walls Obtained from Tests, Finite Element Analyses and Various Standards Reinforced concrete wall (dpeaa)DE-He213 Cracking torsional moment (dpeaa)DE-He213 Maximum torsional moment (dpeaa)DE-He213 Length/width ratio (dpeaa)DE-He213 Reversed cyclic load (dpeaa)DE-He213 |
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misc Reinforced concrete wall misc Cracking torsional moment misc Maximum torsional moment misc Length/width ratio misc Reversed cyclic load |
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Comparison of Critical Torque Values of Reinforced Concrete Walls Obtained from Tests, Finite Element Analyses and Various Standards |
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Comparison of Critical Torque Values of Reinforced Concrete Walls Obtained from Tests, Finite Element Analyses and Various Standards |
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comparison of critical torque values of reinforced concrete walls obtained from tests, finite element analyses and various standards |
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Comparison of Critical Torque Values of Reinforced Concrete Walls Obtained from Tests, Finite Element Analyses and Various Standards |
| abstract |
Abstract In this study, the cracking and maximum torsional moment values of reinforced concrete walls obtained from the experiments were compared with those obtained from finite element analyses and various standards. Reinforced concrete walls were designed according to the Turkey Building Earthquake Code 2018 (TBEC 2018) and the Turkish Standard 500 (TS500 2000). The purpose of this study is to compare the cracking and maximum torsional moments of reinforced concrete walls obtained using different methods. Data from the reinforced concrete wall tests were used for comparison. After the experimental tests, the ANSYS finite element program was used to perform numerical analyses. Finally, TS500 2000, ACI 318–14, and Eurocode 2 were used to obtain the theoretical values of the cracking and maximum torsional moment. All the data obtained from the three methods were compared and evaluated using tables and graphics. When the results are compared considering the length/width ratios (aspect ratios) of the walls, the calculation results show that the larger cross-section reinforced concrete walls have higher cracking and maximum torsional moments. It was determined that there was a 50% increase in the average cracking torsional moment with an increase in the aspect ratio from 5 to 7. This increase was calculated as 33% at the maximum torsional moment. When the results are compared according to different methods, it was observed that the cracking torsional moment values obtained from ANSYS analyses were similar to those obtained from the standards. The experimental cracking torsional moments were higher than those obtained using the other two methods. The maximum torsional moments obtained from the three methods were similar. The analysis results show that the standard-based calculations offer more conservative results. © The Author(s), under exclusive licence to the Iran University of Science and Technology 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. |
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Abstract In this study, the cracking and maximum torsional moment values of reinforced concrete walls obtained from the experiments were compared with those obtained from finite element analyses and various standards. Reinforced concrete walls were designed according to the Turkey Building Earthquake Code 2018 (TBEC 2018) and the Turkish Standard 500 (TS500 2000). The purpose of this study is to compare the cracking and maximum torsional moments of reinforced concrete walls obtained using different methods. Data from the reinforced concrete wall tests were used for comparison. After the experimental tests, the ANSYS finite element program was used to perform numerical analyses. Finally, TS500 2000, ACI 318–14, and Eurocode 2 were used to obtain the theoretical values of the cracking and maximum torsional moment. All the data obtained from the three methods were compared and evaluated using tables and graphics. When the results are compared considering the length/width ratios (aspect ratios) of the walls, the calculation results show that the larger cross-section reinforced concrete walls have higher cracking and maximum torsional moments. It was determined that there was a 50% increase in the average cracking torsional moment with an increase in the aspect ratio from 5 to 7. This increase was calculated as 33% at the maximum torsional moment. When the results are compared according to different methods, it was observed that the cracking torsional moment values obtained from ANSYS analyses were similar to those obtained from the standards. The experimental cracking torsional moments were higher than those obtained using the other two methods. The maximum torsional moments obtained from the three methods were similar. The analysis results show that the standard-based calculations offer more conservative results. © The Author(s), under exclusive licence to the Iran University of Science and Technology 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 In this study, the cracking and maximum torsional moment values of reinforced concrete walls obtained from the experiments were compared with those obtained from finite element analyses and various standards. Reinforced concrete walls were designed according to the Turkey Building Earthquake Code 2018 (TBEC 2018) and the Turkish Standard 500 (TS500 2000). The purpose of this study is to compare the cracking and maximum torsional moments of reinforced concrete walls obtained using different methods. Data from the reinforced concrete wall tests were used for comparison. After the experimental tests, the ANSYS finite element program was used to perform numerical analyses. Finally, TS500 2000, ACI 318–14, and Eurocode 2 were used to obtain the theoretical values of the cracking and maximum torsional moment. All the data obtained from the three methods were compared and evaluated using tables and graphics. When the results are compared considering the length/width ratios (aspect ratios) of the walls, the calculation results show that the larger cross-section reinforced concrete walls have higher cracking and maximum torsional moments. It was determined that there was a 50% increase in the average cracking torsional moment with an increase in the aspect ratio from 5 to 7. This increase was calculated as 33% at the maximum torsional moment. When the results are compared according to different methods, it was observed that the cracking torsional moment values obtained from ANSYS analyses were similar to those obtained from the standards. The experimental cracking torsional moments were higher than those obtained using the other two methods. The maximum torsional moments obtained from the three methods were similar. The analysis results show that the standard-based calculations offer more conservative results. © The Author(s), under exclusive licence to the Iran University of Science and Technology 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. |
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Comparison of Critical Torque Values of Reinforced Concrete Walls Obtained from Tests, Finite Element Analyses and Various Standards |
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| score |
7.402936 |