Mechanical Behavior of Two-Side Bolted Steel Plate Shear Wall Considering Top-Seat Constraints with Frame Beams

A steel plate shear wall (SPSW) is a useful component for resisting lateral action. To improve the performance of frame columns, some studies focus on a two-side connected SPSW, in which the wall plate is not connected with the frame columns. However, few studies conducted on a two-side connected SP...
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Autor*in:	Jianian He [verfasserIn] Lei Fu [verfasserIn] Jie Hu [verfasserIn] Yanwei Lv [verfasserIn] Yicheng Li [verfasserIn] Shizhe Chen [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2023

Schlagwörter:	bolt connection steel plate shear wall two-side connections unstiffened frame beam flange constraints

Übergeordnetes Werk:	In: Buildings - MDPI AG, 2012, 13(2023), 4, p 970
Übergeordnetes Werk:	volume:13 ; year:2023 ; number:4, p 970

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc

DOI / URN:	10.3390/buildings13040970

Katalog-ID:	DOAJ089890949

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520			\|a A steel plate shear wall (SPSW) is a useful component for resisting lateral action. To improve the performance of frame columns, some studies focus on a two-side connected SPSW, in which the wall plate is not connected with the frame columns. However, few studies conducted on a two-side connected SPSW consider the effect of frame constraints or the connections between the infill plates and frame beams. In this study, by using finite element modeling (FEM), two unstiffened SPSW models with two-side fixed connections and six unstiffened SPSW models with two-side bolt connections were simulated. Their performance under the presence of out-of-plane frame beam flange constraints and different numbers of bolts between the infill plates and frame beams was analyzed. The mechanical performances such as hysteretic behaviors, the capacity of energy dissipation and the out-of-plane deformation of the members were investigated by applying monotonic and cyclic loading. The results revealed that non-negligible deformation would be generated at the lateral border of the bolt connections and that the out-of-plane deformation of the frame could be significantly affected by constraints. These findings can guide the engineering design of SPSWs in the future.
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allfields	10.3390/buildings13040970 doi (DE-627)DOAJ089890949 (DE-599)DOAJ66fdfe71339f41c7b795e7ee3a3feaa2 DE-627 ger DE-627 rakwb eng TH1-9745 Jianian He verfasserin aut Mechanical Behavior of Two-Side Bolted Steel Plate Shear Wall Considering Top-Seat Constraints with Frame Beams 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A steel plate shear wall (SPSW) is a useful component for resisting lateral action. To improve the performance of frame columns, some studies focus on a two-side connected SPSW, in which the wall plate is not connected with the frame columns. However, few studies conducted on a two-side connected SPSW consider the effect of frame constraints or the connections between the infill plates and frame beams. In this study, by using finite element modeling (FEM), two unstiffened SPSW models with two-side fixed connections and six unstiffened SPSW models with two-side bolt connections were simulated. Their performance under the presence of out-of-plane frame beam flange constraints and different numbers of bolts between the infill plates and frame beams was analyzed. The mechanical performances such as hysteretic behaviors, the capacity of energy dissipation and the out-of-plane deformation of the members were investigated by applying monotonic and cyclic loading. The results revealed that non-negligible deformation would be generated at the lateral border of the bolt connections and that the out-of-plane deformation of the frame could be significantly affected by constraints. These findings can guide the engineering design of SPSWs in the future. bolt connection steel plate shear wall two-side connections unstiffened frame beam flange constraints Building construction Lei Fu verfasserin aut Jie Hu verfasserin aut Yanwei Lv verfasserin aut Yicheng Li verfasserin aut Shizhe Chen verfasserin aut In Buildings MDPI AG, 2012 13(2023), 4, p 970 (DE-627)718622251 (DE-600)2661539-3 20755309 nnns volume:13 year:2023 number:4, p 970 https://doi.org/10.3390/buildings13040970 kostenfrei https://doaj.org/article/66fdfe71339f41c7b795e7ee3a3feaa2 kostenfrei https://www.mdpi.com/2075-5309/13/4/970 kostenfrei https://doaj.org/toc/2075-5309 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 13 2023 4, p 970
spelling	10.3390/buildings13040970 doi (DE-627)DOAJ089890949 (DE-599)DOAJ66fdfe71339f41c7b795e7ee3a3feaa2 DE-627 ger DE-627 rakwb eng TH1-9745 Jianian He verfasserin aut Mechanical Behavior of Two-Side Bolted Steel Plate Shear Wall Considering Top-Seat Constraints with Frame Beams 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A steel plate shear wall (SPSW) is a useful component for resisting lateral action. To improve the performance of frame columns, some studies focus on a two-side connected SPSW, in which the wall plate is not connected with the frame columns. However, few studies conducted on a two-side connected SPSW consider the effect of frame constraints or the connections between the infill plates and frame beams. In this study, by using finite element modeling (FEM), two unstiffened SPSW models with two-side fixed connections and six unstiffened SPSW models with two-side bolt connections were simulated. Their performance under the presence of out-of-plane frame beam flange constraints and different numbers of bolts between the infill plates and frame beams was analyzed. The mechanical performances such as hysteretic behaviors, the capacity of energy dissipation and the out-of-plane deformation of the members were investigated by applying monotonic and cyclic loading. The results revealed that non-negligible deformation would be generated at the lateral border of the bolt connections and that the out-of-plane deformation of the frame could be significantly affected by constraints. These findings can guide the engineering design of SPSWs in the future. bolt connection steel plate shear wall two-side connections unstiffened frame beam flange constraints Building construction Lei Fu verfasserin aut Jie Hu verfasserin aut Yanwei Lv verfasserin aut Yicheng Li verfasserin aut Shizhe Chen verfasserin aut In Buildings MDPI AG, 2012 13(2023), 4, p 970 (DE-627)718622251 (DE-600)2661539-3 20755309 nnns volume:13 year:2023 number:4, p 970 https://doi.org/10.3390/buildings13040970 kostenfrei https://doaj.org/article/66fdfe71339f41c7b795e7ee3a3feaa2 kostenfrei https://www.mdpi.com/2075-5309/13/4/970 kostenfrei https://doaj.org/toc/2075-5309 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 13 2023 4, p 970
allfields_unstemmed	10.3390/buildings13040970 doi (DE-627)DOAJ089890949 (DE-599)DOAJ66fdfe71339f41c7b795e7ee3a3feaa2 DE-627 ger DE-627 rakwb eng TH1-9745 Jianian He verfasserin aut Mechanical Behavior of Two-Side Bolted Steel Plate Shear Wall Considering Top-Seat Constraints with Frame Beams 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A steel plate shear wall (SPSW) is a useful component for resisting lateral action. To improve the performance of frame columns, some studies focus on a two-side connected SPSW, in which the wall plate is not connected with the frame columns. However, few studies conducted on a two-side connected SPSW consider the effect of frame constraints or the connections between the infill plates and frame beams. In this study, by using finite element modeling (FEM), two unstiffened SPSW models with two-side fixed connections and six unstiffened SPSW models with two-side bolt connections were simulated. Their performance under the presence of out-of-plane frame beam flange constraints and different numbers of bolts between the infill plates and frame beams was analyzed. The mechanical performances such as hysteretic behaviors, the capacity of energy dissipation and the out-of-plane deformation of the members were investigated by applying monotonic and cyclic loading. The results revealed that non-negligible deformation would be generated at the lateral border of the bolt connections and that the out-of-plane deformation of the frame could be significantly affected by constraints. These findings can guide the engineering design of SPSWs in the future. bolt connection steel plate shear wall two-side connections unstiffened frame beam flange constraints Building construction Lei Fu verfasserin aut Jie Hu verfasserin aut Yanwei Lv verfasserin aut Yicheng Li verfasserin aut Shizhe Chen verfasserin aut In Buildings MDPI AG, 2012 13(2023), 4, p 970 (DE-627)718622251 (DE-600)2661539-3 20755309 nnns volume:13 year:2023 number:4, p 970 https://doi.org/10.3390/buildings13040970 kostenfrei https://doaj.org/article/66fdfe71339f41c7b795e7ee3a3feaa2 kostenfrei https://www.mdpi.com/2075-5309/13/4/970 kostenfrei https://doaj.org/toc/2075-5309 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 13 2023 4, p 970
allfieldsGer	10.3390/buildings13040970 doi (DE-627)DOAJ089890949 (DE-599)DOAJ66fdfe71339f41c7b795e7ee3a3feaa2 DE-627 ger DE-627 rakwb eng TH1-9745 Jianian He verfasserin aut Mechanical Behavior of Two-Side Bolted Steel Plate Shear Wall Considering Top-Seat Constraints with Frame Beams 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A steel plate shear wall (SPSW) is a useful component for resisting lateral action. To improve the performance of frame columns, some studies focus on a two-side connected SPSW, in which the wall plate is not connected with the frame columns. However, few studies conducted on a two-side connected SPSW consider the effect of frame constraints or the connections between the infill plates and frame beams. In this study, by using finite element modeling (FEM), two unstiffened SPSW models with two-side fixed connections and six unstiffened SPSW models with two-side bolt connections were simulated. Their performance under the presence of out-of-plane frame beam flange constraints and different numbers of bolts between the infill plates and frame beams was analyzed. The mechanical performances such as hysteretic behaviors, the capacity of energy dissipation and the out-of-plane deformation of the members were investigated by applying monotonic and cyclic loading. The results revealed that non-negligible deformation would be generated at the lateral border of the bolt connections and that the out-of-plane deformation of the frame could be significantly affected by constraints. These findings can guide the engineering design of SPSWs in the future. bolt connection steel plate shear wall two-side connections unstiffened frame beam flange constraints Building construction Lei Fu verfasserin aut Jie Hu verfasserin aut Yanwei Lv verfasserin aut Yicheng Li verfasserin aut Shizhe Chen verfasserin aut In Buildings MDPI AG, 2012 13(2023), 4, p 970 (DE-627)718622251 (DE-600)2661539-3 20755309 nnns volume:13 year:2023 number:4, p 970 https://doi.org/10.3390/buildings13040970 kostenfrei https://doaj.org/article/66fdfe71339f41c7b795e7ee3a3feaa2 kostenfrei https://www.mdpi.com/2075-5309/13/4/970 kostenfrei https://doaj.org/toc/2075-5309 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 13 2023 4, p 970
allfieldsSound	10.3390/buildings13040970 doi (DE-627)DOAJ089890949 (DE-599)DOAJ66fdfe71339f41c7b795e7ee3a3feaa2 DE-627 ger DE-627 rakwb eng TH1-9745 Jianian He verfasserin aut Mechanical Behavior of Two-Side Bolted Steel Plate Shear Wall Considering Top-Seat Constraints with Frame Beams 2023 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier A steel plate shear wall (SPSW) is a useful component for resisting lateral action. To improve the performance of frame columns, some studies focus on a two-side connected SPSW, in which the wall plate is not connected with the frame columns. However, few studies conducted on a two-side connected SPSW consider the effect of frame constraints or the connections between the infill plates and frame beams. In this study, by using finite element modeling (FEM), two unstiffened SPSW models with two-side fixed connections and six unstiffened SPSW models with two-side bolt connections were simulated. Their performance under the presence of out-of-plane frame beam flange constraints and different numbers of bolts between the infill plates and frame beams was analyzed. The mechanical performances such as hysteretic behaviors, the capacity of energy dissipation and the out-of-plane deformation of the members were investigated by applying monotonic and cyclic loading. The results revealed that non-negligible deformation would be generated at the lateral border of the bolt connections and that the out-of-plane deformation of the frame could be significantly affected by constraints. These findings can guide the engineering design of SPSWs in the future. bolt connection steel plate shear wall two-side connections unstiffened frame beam flange constraints Building construction Lei Fu verfasserin aut Jie Hu verfasserin aut Yanwei Lv verfasserin aut Yicheng Li verfasserin aut Shizhe Chen verfasserin aut In Buildings MDPI AG, 2012 13(2023), 4, p 970 (DE-627)718622251 (DE-600)2661539-3 20755309 nnns volume:13 year:2023 number:4, p 970 https://doi.org/10.3390/buildings13040970 kostenfrei https://doaj.org/article/66fdfe71339f41c7b795e7ee3a3feaa2 kostenfrei https://www.mdpi.com/2075-5309/13/4/970 kostenfrei https://doaj.org/toc/2075-5309 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_39 GBV_ILN_40 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_2055 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 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_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 13 2023 4, p 970
language	English
source	In Buildings 13(2023), 4, p 970 volume:13 year:2023 number:4, p 970
sourceStr	In Buildings 13(2023), 4, p 970 volume:13 year:2023 number:4, p 970
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	bolt connection steel plate shear wall two-side connections unstiffened frame beam flange constraints Building construction
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container_title	Buildings
authorswithroles_txt_mv	Jianian He @@aut@@ Lei Fu @@aut@@ Jie Hu @@aut@@ Yanwei Lv @@aut@@ Yicheng Li @@aut@@ Shizhe Chen @@aut@@
publishDateDaySort_date	2023-01-01T00:00:00Z
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callnumber-first	T - Technology
author	Jianian He
spellingShingle	Jianian He misc TH1-9745 misc bolt connection misc steel plate shear wall misc two-side connections misc unstiffened misc frame beam flange constraints misc Building construction Mechanical Behavior of Two-Side Bolted Steel Plate Shear Wall Considering Top-Seat Constraints with Frame Beams
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topic_title	TH1-9745 Mechanical Behavior of Two-Side Bolted Steel Plate Shear Wall Considering Top-Seat Constraints with Frame Beams bolt connection steel plate shear wall two-side connections unstiffened frame beam flange constraints
topic	misc TH1-9745 misc bolt connection misc steel plate shear wall misc two-side connections misc unstiffened misc frame beam flange constraints misc Building construction
topic_unstemmed	misc TH1-9745 misc bolt connection misc steel plate shear wall misc two-side connections misc unstiffened misc frame beam flange constraints misc Building construction
topic_browse	misc TH1-9745 misc bolt connection misc steel plate shear wall misc two-side connections misc unstiffened misc frame beam flange constraints misc Building construction
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title	Mechanical Behavior of Two-Side Bolted Steel Plate Shear Wall Considering Top-Seat Constraints with Frame Beams
ctrlnum	(DE-627)DOAJ089890949 (DE-599)DOAJ66fdfe71339f41c7b795e7ee3a3feaa2
title_full	Mechanical Behavior of Two-Side Bolted Steel Plate Shear Wall Considering Top-Seat Constraints with Frame Beams
author_sort	Jianian He
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author_browse	Jianian He Lei Fu Jie Hu Yanwei Lv Yicheng Li Shizhe Chen
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title_sort	mechanical behavior of two-side bolted steel plate shear wall considering top-seat constraints with frame beams
callnumber	TH1-9745
title_auth	Mechanical Behavior of Two-Side Bolted Steel Plate Shear Wall Considering Top-Seat Constraints with Frame Beams
abstract	A steel plate shear wall (SPSW) is a useful component for resisting lateral action. To improve the performance of frame columns, some studies focus on a two-side connected SPSW, in which the wall plate is not connected with the frame columns. However, few studies conducted on a two-side connected SPSW consider the effect of frame constraints or the connections between the infill plates and frame beams. In this study, by using finite element modeling (FEM), two unstiffened SPSW models with two-side fixed connections and six unstiffened SPSW models with two-side bolt connections were simulated. Their performance under the presence of out-of-plane frame beam flange constraints and different numbers of bolts between the infill plates and frame beams was analyzed. The mechanical performances such as hysteretic behaviors, the capacity of energy dissipation and the out-of-plane deformation of the members were investigated by applying monotonic and cyclic loading. The results revealed that non-negligible deformation would be generated at the lateral border of the bolt connections and that the out-of-plane deformation of the frame could be significantly affected by constraints. These findings can guide the engineering design of SPSWs in the future.
abstractGer	A steel plate shear wall (SPSW) is a useful component for resisting lateral action. To improve the performance of frame columns, some studies focus on a two-side connected SPSW, in which the wall plate is not connected with the frame columns. However, few studies conducted on a two-side connected SPSW consider the effect of frame constraints or the connections between the infill plates and frame beams. In this study, by using finite element modeling (FEM), two unstiffened SPSW models with two-side fixed connections and six unstiffened SPSW models with two-side bolt connections were simulated. Their performance under the presence of out-of-plane frame beam flange constraints and different numbers of bolts between the infill plates and frame beams was analyzed. The mechanical performances such as hysteretic behaviors, the capacity of energy dissipation and the out-of-plane deformation of the members were investigated by applying monotonic and cyclic loading. The results revealed that non-negligible deformation would be generated at the lateral border of the bolt connections and that the out-of-plane deformation of the frame could be significantly affected by constraints. These findings can guide the engineering design of SPSWs in the future.
abstract_unstemmed	A steel plate shear wall (SPSW) is a useful component for resisting lateral action. To improve the performance of frame columns, some studies focus on a two-side connected SPSW, in which the wall plate is not connected with the frame columns. However, few studies conducted on a two-side connected SPSW consider the effect of frame constraints or the connections between the infill plates and frame beams. In this study, by using finite element modeling (FEM), two unstiffened SPSW models with two-side fixed connections and six unstiffened SPSW models with two-side bolt connections were simulated. Their performance under the presence of out-of-plane frame beam flange constraints and different numbers of bolts between the infill plates and frame beams was analyzed. The mechanical performances such as hysteretic behaviors, the capacity of energy dissipation and the out-of-plane deformation of the members were investigated by applying monotonic and cyclic loading. The results revealed that non-negligible deformation would be generated at the lateral border of the bolt connections and that the out-of-plane deformation of the frame could be significantly affected by constraints. These findings can guide the engineering design of SPSWs in the future.
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title_short	Mechanical Behavior of Two-Side Bolted Steel Plate Shear Wall Considering Top-Seat Constraints with Frame Beams
url	https://doi.org/10.3390/buildings13040970 https://doaj.org/article/66fdfe71339f41c7b795e7ee3a3feaa2 https://www.mdpi.com/2075-5309/13/4/970 https://doaj.org/toc/2075-5309
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author2	Lei Fu Jie Hu Yanwei Lv Yicheng Li Shizhe Chen
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