Experimental and Analytical Study on the Seismic Performance of PEC T-Shaped Columns Assembled Frames with ALC Open-Hole Wall
Abstract To investigate the seismic performance of a fully assembled framework consisting of prefabricated autoclaved lightweight concrete (ALC) wall panels with partially encased concrete T-shaped columns, a horizontal low-cycle reciprocating load test was conducted on a non-open hole ALC wall pane...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Wang, Bo [verfasserIn] Hu, Changyao [verfasserIn] Wang, Jingfeng [verfasserIn] Gao, Xin [verfasserIn] Sun, Jia [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2024 |
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| Schlagwörter: |
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| Anmerkung: |
© Korean Society of Steel Construction 2024. 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 steel structures - Springer Netherlands, 2001, 24(2024), 4 vom: 20. Juli, Seite 986-1004 |
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| Übergeordnetes Werk: |
volume:24 ; year:2024 ; number:4 ; day:20 ; month:07 ; pages:986-1004 |
| Links: |
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| DOI / URN: |
10.1007/s13296-024-00872-1 |
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| Katalog-ID: |
SPR056972466 |
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| 520 | |a Abstract To investigate the seismic performance of a fully assembled framework consisting of prefabricated autoclaved lightweight concrete (ALC) wall panels with partially encased concrete T-shaped columns, a horizontal low-cycle reciprocating load test was conducted on a non-open hole ALC wall panel specimen and an ALC wall panel specimen with a rectangular opening. The influence of the opening on the structure was analyzed, and a comparative discussion is carried out in this article on hysteresis curves and skeleton curves. The experimental results showed that a wall panel opening weakened the overall integrity of the wall, resulting in stress concentration around the door opening and accelerated the damage to the infill wall. In addition, a numerical model was established for analysis, and the finite element results were cross-verified with the experimental results. Based on the experimentally validated numerical model, the influence of different opening parameters on the lateral resistance performance of the framework combination was analyzed, providing theoretical references for engineering construction. | ||
| 650 | 4 | |a Prefabricated |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a ALC wall panels |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Partially encased concrete T-columns |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Seismic performance |7 (dpeaa)DE-He213 | |
| 650 | 4 | |a Finite element analysis |7 (dpeaa)DE-He213 | |
| 700 | 1 | |a Hu, Changyao |e verfasserin |4 aut | |
| 700 | 1 | |a Wang, Jingfeng |e verfasserin |4 aut | |
| 700 | 1 | |a Gao, Xin |e verfasserin |4 aut | |
| 700 | 1 | |a Sun, Jia |e verfasserin |4 aut | |
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10.1007/s13296-024-00872-1 doi (DE-627)SPR056972466 (SPR)s13296-024-00872-1-e DE-627 ger DE-627 rakwb eng 690 VZ 56.13 bkl Wang, Bo verfasserin aut Experimental and Analytical Study on the Seismic Performance of PEC T-Shaped Columns Assembled Frames with ALC Open-Hole Wall 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Steel Construction 2024. 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 To investigate the seismic performance of a fully assembled framework consisting of prefabricated autoclaved lightweight concrete (ALC) wall panels with partially encased concrete T-shaped columns, a horizontal low-cycle reciprocating load test was conducted on a non-open hole ALC wall panel specimen and an ALC wall panel specimen with a rectangular opening. The influence of the opening on the structure was analyzed, and a comparative discussion is carried out in this article on hysteresis curves and skeleton curves. The experimental results showed that a wall panel opening weakened the overall integrity of the wall, resulting in stress concentration around the door opening and accelerated the damage to the infill wall. In addition, a numerical model was established for analysis, and the finite element results were cross-verified with the experimental results. Based on the experimentally validated numerical model, the influence of different opening parameters on the lateral resistance performance of the framework combination was analyzed, providing theoretical references for engineering construction. Prefabricated (dpeaa)DE-He213 ALC wall panels (dpeaa)DE-He213 Partially encased concrete T-columns (dpeaa)DE-He213 Seismic performance (dpeaa)DE-He213 Finite element analysis (dpeaa)DE-He213 Hu, Changyao verfasserin aut Wang, Jingfeng verfasserin aut Gao, Xin verfasserin aut Sun, Jia verfasserin aut Enthalten in International journal of steel structures Springer Netherlands, 2001 24(2024), 4 vom: 20. Juli, Seite 986-1004 (DE-627)629839956 (DE-600)2559684-6 2093-6311 nnns volume:24 year:2024 number:4 day:20 month:07 pages:986-1004 https://dx.doi.org/10.1007/s13296-024-00872-1 X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 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_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 56.13 VZ AR 24 2024 4 20 07 986-1004 |
| spelling |
10.1007/s13296-024-00872-1 doi (DE-627)SPR056972466 (SPR)s13296-024-00872-1-e DE-627 ger DE-627 rakwb eng 690 VZ 56.13 bkl Wang, Bo verfasserin aut Experimental and Analytical Study on the Seismic Performance of PEC T-Shaped Columns Assembled Frames with ALC Open-Hole Wall 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Steel Construction 2024. 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 To investigate the seismic performance of a fully assembled framework consisting of prefabricated autoclaved lightweight concrete (ALC) wall panels with partially encased concrete T-shaped columns, a horizontal low-cycle reciprocating load test was conducted on a non-open hole ALC wall panel specimen and an ALC wall panel specimen with a rectangular opening. The influence of the opening on the structure was analyzed, and a comparative discussion is carried out in this article on hysteresis curves and skeleton curves. The experimental results showed that a wall panel opening weakened the overall integrity of the wall, resulting in stress concentration around the door opening and accelerated the damage to the infill wall. In addition, a numerical model was established for analysis, and the finite element results were cross-verified with the experimental results. Based on the experimentally validated numerical model, the influence of different opening parameters on the lateral resistance performance of the framework combination was analyzed, providing theoretical references for engineering construction. Prefabricated (dpeaa)DE-He213 ALC wall panels (dpeaa)DE-He213 Partially encased concrete T-columns (dpeaa)DE-He213 Seismic performance (dpeaa)DE-He213 Finite element analysis (dpeaa)DE-He213 Hu, Changyao verfasserin aut Wang, Jingfeng verfasserin aut Gao, Xin verfasserin aut Sun, Jia verfasserin aut Enthalten in International journal of steel structures Springer Netherlands, 2001 24(2024), 4 vom: 20. Juli, Seite 986-1004 (DE-627)629839956 (DE-600)2559684-6 2093-6311 nnns volume:24 year:2024 number:4 day:20 month:07 pages:986-1004 https://dx.doi.org/10.1007/s13296-024-00872-1 X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 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_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 56.13 VZ AR 24 2024 4 20 07 986-1004 |
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10.1007/s13296-024-00872-1 doi (DE-627)SPR056972466 (SPR)s13296-024-00872-1-e DE-627 ger DE-627 rakwb eng 690 VZ 56.13 bkl Wang, Bo verfasserin aut Experimental and Analytical Study on the Seismic Performance of PEC T-Shaped Columns Assembled Frames with ALC Open-Hole Wall 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Steel Construction 2024. 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 To investigate the seismic performance of a fully assembled framework consisting of prefabricated autoclaved lightweight concrete (ALC) wall panels with partially encased concrete T-shaped columns, a horizontal low-cycle reciprocating load test was conducted on a non-open hole ALC wall panel specimen and an ALC wall panel specimen with a rectangular opening. The influence of the opening on the structure was analyzed, and a comparative discussion is carried out in this article on hysteresis curves and skeleton curves. The experimental results showed that a wall panel opening weakened the overall integrity of the wall, resulting in stress concentration around the door opening and accelerated the damage to the infill wall. In addition, a numerical model was established for analysis, and the finite element results were cross-verified with the experimental results. Based on the experimentally validated numerical model, the influence of different opening parameters on the lateral resistance performance of the framework combination was analyzed, providing theoretical references for engineering construction. Prefabricated (dpeaa)DE-He213 ALC wall panels (dpeaa)DE-He213 Partially encased concrete T-columns (dpeaa)DE-He213 Seismic performance (dpeaa)DE-He213 Finite element analysis (dpeaa)DE-He213 Hu, Changyao verfasserin aut Wang, Jingfeng verfasserin aut Gao, Xin verfasserin aut Sun, Jia verfasserin aut Enthalten in International journal of steel structures Springer Netherlands, 2001 24(2024), 4 vom: 20. Juli, Seite 986-1004 (DE-627)629839956 (DE-600)2559684-6 2093-6311 nnns volume:24 year:2024 number:4 day:20 month:07 pages:986-1004 https://dx.doi.org/10.1007/s13296-024-00872-1 X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 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_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 56.13 VZ AR 24 2024 4 20 07 986-1004 |
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10.1007/s13296-024-00872-1 doi (DE-627)SPR056972466 (SPR)s13296-024-00872-1-e DE-627 ger DE-627 rakwb eng 690 VZ 56.13 bkl Wang, Bo verfasserin aut Experimental and Analytical Study on the Seismic Performance of PEC T-Shaped Columns Assembled Frames with ALC Open-Hole Wall 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Steel Construction 2024. 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 To investigate the seismic performance of a fully assembled framework consisting of prefabricated autoclaved lightweight concrete (ALC) wall panels with partially encased concrete T-shaped columns, a horizontal low-cycle reciprocating load test was conducted on a non-open hole ALC wall panel specimen and an ALC wall panel specimen with a rectangular opening. The influence of the opening on the structure was analyzed, and a comparative discussion is carried out in this article on hysteresis curves and skeleton curves. The experimental results showed that a wall panel opening weakened the overall integrity of the wall, resulting in stress concentration around the door opening and accelerated the damage to the infill wall. In addition, a numerical model was established for analysis, and the finite element results were cross-verified with the experimental results. Based on the experimentally validated numerical model, the influence of different opening parameters on the lateral resistance performance of the framework combination was analyzed, providing theoretical references for engineering construction. Prefabricated (dpeaa)DE-He213 ALC wall panels (dpeaa)DE-He213 Partially encased concrete T-columns (dpeaa)DE-He213 Seismic performance (dpeaa)DE-He213 Finite element analysis (dpeaa)DE-He213 Hu, Changyao verfasserin aut Wang, Jingfeng verfasserin aut Gao, Xin verfasserin aut Sun, Jia verfasserin aut Enthalten in International journal of steel structures Springer Netherlands, 2001 24(2024), 4 vom: 20. Juli, Seite 986-1004 (DE-627)629839956 (DE-600)2559684-6 2093-6311 nnns volume:24 year:2024 number:4 day:20 month:07 pages:986-1004 https://dx.doi.org/10.1007/s13296-024-00872-1 X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 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_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 56.13 VZ AR 24 2024 4 20 07 986-1004 |
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10.1007/s13296-024-00872-1 doi (DE-627)SPR056972466 (SPR)s13296-024-00872-1-e DE-627 ger DE-627 rakwb eng 690 VZ 56.13 bkl Wang, Bo verfasserin aut Experimental and Analytical Study on the Seismic Performance of PEC T-Shaped Columns Assembled Frames with ALC Open-Hole Wall 2024 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Korean Society of Steel Construction 2024. 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 To investigate the seismic performance of a fully assembled framework consisting of prefabricated autoclaved lightweight concrete (ALC) wall panels with partially encased concrete T-shaped columns, a horizontal low-cycle reciprocating load test was conducted on a non-open hole ALC wall panel specimen and an ALC wall panel specimen with a rectangular opening. The influence of the opening on the structure was analyzed, and a comparative discussion is carried out in this article on hysteresis curves and skeleton curves. The experimental results showed that a wall panel opening weakened the overall integrity of the wall, resulting in stress concentration around the door opening and accelerated the damage to the infill wall. In addition, a numerical model was established for analysis, and the finite element results were cross-verified with the experimental results. Based on the experimentally validated numerical model, the influence of different opening parameters on the lateral resistance performance of the framework combination was analyzed, providing theoretical references for engineering construction. Prefabricated (dpeaa)DE-He213 ALC wall panels (dpeaa)DE-He213 Partially encased concrete T-columns (dpeaa)DE-He213 Seismic performance (dpeaa)DE-He213 Finite element analysis (dpeaa)DE-He213 Hu, Changyao verfasserin aut Wang, Jingfeng verfasserin aut Gao, Xin verfasserin aut Sun, Jia verfasserin aut Enthalten in International journal of steel structures Springer Netherlands, 2001 24(2024), 4 vom: 20. Juli, Seite 986-1004 (DE-627)629839956 (DE-600)2559684-6 2093-6311 nnns volume:24 year:2024 number:4 day:20 month:07 pages:986-1004 https://dx.doi.org/10.1007/s13296-024-00872-1 X:SPRINGER Resolving-System lizenzpflichtig Volltext SYSFLAG_0 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_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 56.13 VZ AR 24 2024 4 20 07 986-1004 |
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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 To investigate the seismic performance of a fully assembled framework consisting of prefabricated autoclaved lightweight concrete (ALC) wall panels with partially encased concrete T-shaped columns, a horizontal low-cycle reciprocating load test was conducted on a non-open hole ALC wall panel specimen and an ALC wall panel specimen with a rectangular opening. The influence of the opening on the structure was analyzed, and a comparative discussion is carried out in this article on hysteresis curves and skeleton curves. The experimental results showed that a wall panel opening weakened the overall integrity of the wall, resulting in stress concentration around the door opening and accelerated the damage to the infill wall. In addition, a numerical model was established for analysis, and the finite element results were cross-verified with the experimental results. 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Wang, Bo |
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Wang, Bo ddc 690 bkl 56.13 misc Prefabricated misc ALC wall panels misc Partially encased concrete T-columns misc Seismic performance misc Finite element analysis Experimental and Analytical Study on the Seismic Performance of PEC T-Shaped Columns Assembled Frames with ALC Open-Hole Wall |
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690 VZ 56.13 bkl Experimental and Analytical Study on the Seismic Performance of PEC T-Shaped Columns Assembled Frames with ALC Open-Hole Wall Prefabricated (dpeaa)DE-He213 ALC wall panels (dpeaa)DE-He213 Partially encased concrete T-columns (dpeaa)DE-He213 Seismic performance (dpeaa)DE-He213 Finite element analysis (dpeaa)DE-He213 |
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ddc 690 bkl 56.13 misc Prefabricated misc ALC wall panels misc Partially encased concrete T-columns misc Seismic performance misc Finite element analysis |
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experimental and analytical study on the seismic performance of pec t-shaped columns assembled frames with alc open-hole wall |
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Experimental and Analytical Study on the Seismic Performance of PEC T-Shaped Columns Assembled Frames with ALC Open-Hole Wall |
| abstract |
Abstract To investigate the seismic performance of a fully assembled framework consisting of prefabricated autoclaved lightweight concrete (ALC) wall panels with partially encased concrete T-shaped columns, a horizontal low-cycle reciprocating load test was conducted on a non-open hole ALC wall panel specimen and an ALC wall panel specimen with a rectangular opening. The influence of the opening on the structure was analyzed, and a comparative discussion is carried out in this article on hysteresis curves and skeleton curves. The experimental results showed that a wall panel opening weakened the overall integrity of the wall, resulting in stress concentration around the door opening and accelerated the damage to the infill wall. In addition, a numerical model was established for analysis, and the finite element results were cross-verified with the experimental results. Based on the experimentally validated numerical model, the influence of different opening parameters on the lateral resistance performance of the framework combination was analyzed, providing theoretical references for engineering construction. © Korean Society of Steel Construction 2024. 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 To investigate the seismic performance of a fully assembled framework consisting of prefabricated autoclaved lightweight concrete (ALC) wall panels with partially encased concrete T-shaped columns, a horizontal low-cycle reciprocating load test was conducted on a non-open hole ALC wall panel specimen and an ALC wall panel specimen with a rectangular opening. The influence of the opening on the structure was analyzed, and a comparative discussion is carried out in this article on hysteresis curves and skeleton curves. The experimental results showed that a wall panel opening weakened the overall integrity of the wall, resulting in stress concentration around the door opening and accelerated the damage to the infill wall. In addition, a numerical model was established for analysis, and the finite element results were cross-verified with the experimental results. Based on the experimentally validated numerical model, the influence of different opening parameters on the lateral resistance performance of the framework combination was analyzed, providing theoretical references for engineering construction. © Korean Society of Steel Construction 2024. 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 To investigate the seismic performance of a fully assembled framework consisting of prefabricated autoclaved lightweight concrete (ALC) wall panels with partially encased concrete T-shaped columns, a horizontal low-cycle reciprocating load test was conducted on a non-open hole ALC wall panel specimen and an ALC wall panel specimen with a rectangular opening. The influence of the opening on the structure was analyzed, and a comparative discussion is carried out in this article on hysteresis curves and skeleton curves. The experimental results showed that a wall panel opening weakened the overall integrity of the wall, resulting in stress concentration around the door opening and accelerated the damage to the infill wall. In addition, a numerical model was established for analysis, and the finite element results were cross-verified with the experimental results. Based on the experimentally validated numerical model, the influence of different opening parameters on the lateral resistance performance of the framework combination was analyzed, providing theoretical references for engineering construction. © Korean Society of Steel Construction 2024. 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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4 |
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Experimental and Analytical Study on the Seismic Performance of PEC T-Shaped Columns Assembled Frames with ALC Open-Hole Wall |
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https://dx.doi.org/10.1007/s13296-024-00872-1 |
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Hu, Changyao Wang, Jingfeng Gao, Xin Sun, Jia |
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Hu, Changyao Wang, Jingfeng Gao, Xin Sun, Jia |
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10.1007/s13296-024-00872-1 |
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2024-08-15T04:49:03.568Z |
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| score |
7.4019136 |