Study on seismic performance of a precast buckling-restrained composite shear wall system with three assembly arrangements

Wang, D; Wu, C; Zhang, Y; Xue, G; Xu, Y

Study on seismic performance of a precast buckling-restrained composite shear wall system with three assembly arrangements

Wang, D Wu, C

Zhang, Y Xue, G Xu, Y

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Publisher:: SPRINGER
Publication Type:: Journal Article
Citation:: Bulletin of Earthquake Engineering, 2020, 18, (10), pp. 4839-4872
Issue Date:: 2020-08-01

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Field	Value	Language
dc.contributor.author	Wang, D
dc.contributor.author	Wu, C https://orcid.org/0000-0001-6786-7934
dc.contributor.author	Zhang, Y
dc.contributor.author	Xue, G
dc.contributor.author	Xu, Y
dc.date.accessioned	2021-03-09T02:28:25Z
dc.date.available	2021-03-09T02:28:25Z
dc.date.issued	2020-08-01
dc.identifier.citation	Bulletin of Earthquake Engineering, 2020, 18, (10), pp. 4839-4872
dc.identifier.issn	1570-761X
dc.identifier.issn	1573-1456
dc.identifier.uri	http://hdl.handle.net/10453/146950
dc.description.abstract	© 2020, Springer Nature B.V. Precast buildings have attarcted worldwide attention because of their significant role in the realization of sustainable urbanization. In this study, a precast buckling-restrained composite shear wall (PBRSW) system is developed, which is assemblied by multiple composite shear wall modules on site. The PBRSW system with three assembly arrangements of the composite shear wall modules, vertical, horizontal and cross arrangements, are designed and explored comparatively to mitigate buckling phenomena and obtain beneficial mechanical behaviours with experiment and simulation methods. To bring insight the seismic performance of the developed system, traditional buckling-restrained shear wall (BRSW) system and steel plate shear wall (SPSW) system are further investigated. The results show that the PBRSW system achieves plumper hysteresis behaviors, higher force-bearing and energy-dissipation capacities, and better ductility performance than that of the other two systems. Buckling phenomena of the PBRSW system are restrined effectively, and its maximum out-of-plane displacement is only 1/18 and 1/15 of the SPSW and BRSW systems on average respectively. The PBRSW system with vertical arrangement of the composite shear wall modules shows the best mechanical behavior with the highest bearing capacity and energy dissipation among the three assembly arrangements. Experimental data coincides well with those from finite element model (FEM) analysis and therefore validates FEM.
dc.language	English
dc.publisher	SPRINGER
dc.relation.ispartof	Bulletin of Earthquake Engineering
dc.relation.isbasedon	10.1007/s10518-020-00877-1
dc.rights	info:eu-repo/semantics/closedAccess
dc.subject	0403 Geology, 0905 Civil Engineering
dc.subject.classification	Strategic, Defence & Security Studies
dc.title	Study on seismic performance of a precast buckling-restrained composite shear wall system with three assembly arrangements
dc.type	Journal Article
utslib.citation.volume	18
utslib.for	0403 Geology
utslib.for	0905 Civil Engineering
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology
pubs.organisational-group	/University of Technology Sydney/Strength - CBI - Centre for Built Infrastructure
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology/School of Civil and Environmental Engineering
pubs.organisational-group	/University of Technology Sydney
utslib.copyright.status	closed_access	*
pubs.consider-herdc	false
dc.date.updated	2021-03-09T02:28:21Z
pubs.issue	10
pubs.publication-status	Published
pubs.volume	18
utslib.citation.issue	10

Abstract:

© 2020, Springer Nature B.V. Precast buildings have attarcted worldwide attention because of their significant role in the realization of sustainable urbanization. In this study, a precast buckling-restrained composite shear wall (PBRSW) system is developed, which is assemblied by multiple composite shear wall modules on site. The PBRSW system with three assembly arrangements of the composite shear wall modules, vertical, horizontal and cross arrangements, are designed and explored comparatively to mitigate buckling phenomena and obtain beneficial mechanical behaviours with experiment and simulation methods. To bring insight the seismic performance of the developed system, traditional buckling-restrained shear wall (BRSW) system and steel plate shear wall (SPSW) system are further investigated. The results show that the PBRSW system achieves plumper hysteresis behaviors, higher force-bearing and energy-dissipation capacities, and better ductility performance than that of the other two systems. Buckling phenomena of the PBRSW system are restrined effectively, and its maximum out-of-plane displacement is only 1/18 and 1/15 of the SPSW and BRSW systems on average respectively. The PBRSW system with vertical arrangement of the composite shear wall modules shows the best mechanical behavior with the highest bearing capacity and energy dissipation among the three assembly arrangements. Experimental data coincides well with those from finite element model (FEM) analysis and therefore validates FEM.

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http://hdl.handle.net/10453/146950