Performance Evaluation and Shear Resistance of Modular Prefabricated Two-Side Connected Composite Shear Walls

Mei, C; Zhao, Z; Zhang, Y; Wang, D; Wu, C

Performance Evaluation and Shear Resistance of Modular Prefabricated Two-Side Connected Composite Shear Walls

Mei, C Zhao, Z Zhang, Y Wang, D Wu, C

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Publisher:: Springer
Publication Type:: Journal Article
Citation:: KSCE Journal of Civil Engineering, 2021, 25, (8), pp. 2936-2950
Issue Date:: 2021-08-01

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Field	Value	Language
dc.contributor.author	Mei, C
dc.contributor.author	Zhao, Z
dc.contributor.author	Zhang, Y
dc.contributor.author	Wang, D
dc.contributor.author	Wu, C https://orcid.org/0000-0001-6786-7934
dc.date.accessioned	2022-03-07T05:37:27Z
dc.date.available	2022-03-07T05:37:27Z
dc.date.issued	2021-08-01
dc.identifier.citation	KSCE Journal of Civil Engineering, 2021, 25, (8), pp. 2936-2950
dc.identifier.issn	1226-7988
dc.identifier.issn	1976-3808
dc.identifier.uri	http://hdl.handle.net/10453/155037
dc.description.abstract	This paper investigates the impact of configuration parameters on the seismic performance of the modular prefabricated two-side connected composite shear wall. Firstly, the finite element model of the modular prefabricated two-side connected composite shear wall was established and validated by Xu’s experimental results. Secondly, three aspects of parameter investigations were discussed in detail based on the validated numerical technology, namely the design parameter of ISP, design parameter of the stud, and design parameter of reinforced concrete faceplate (RCF). Then, the computation formula of shear capacity is deduced on the basis of the finite element model for reference to structural design. The results of parameter analysis displayed that the seismic performance of the modular prefabricated two-side connected composite shear wall has excellent seismic performance with the array studs of the length-diameter ratio of 4 which the center distance of 150 mm, and RCF with the thickness of 75 mm. A satisfactory but unadventurous estimation of the shear capacity of a modular prefabricated two-side connected composite shear wall is supplied by the advised technique.
dc.language	English
dc.publisher	Springer
dc.relation.ispartof	KSCE Journal of Civil Engineering
dc.relation.isbasedon	10.1007/s12205-021-2394-6
dc.rights	info:eu-repo/semantics/closedAccess
dc.subject	0905 Civil Engineering
dc.title	Performance Evaluation and Shear Resistance of Modular Prefabricated Two-Side Connected Composite Shear Walls
dc.type	Journal Article
utslib.citation.volume	25
utslib.for	0905 Civil Engineering
pubs.organisational-group	/University of Technology Sydney
pubs.organisational-group	/University of Technology Sydney/Faculty of Engineering and Information Technology
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/Strength - CBI - Centre for Built Infrastructure
utslib.copyright.status	closed_access	*
pubs.consider-herdc	false
dc.date.updated	2022-03-07T05:37:25Z
pubs.issue	8
pubs.publication-status	Published
pubs.volume	25
utslib.citation.issue	8

Abstract:

This paper investigates the impact of configuration parameters on the seismic performance of the modular prefabricated two-side connected composite shear wall. Firstly, the finite element model of the modular prefabricated two-side connected composite shear wall was established and validated by Xu’s experimental results. Secondly, three aspects of parameter investigations were discussed in detail based on the validated numerical technology, namely the design parameter of ISP, design parameter of the stud, and design parameter of reinforced concrete faceplate (RCF). Then, the computation formula of shear capacity is deduced on the basis of the finite element model for reference to structural design. The results of parameter analysis displayed that the seismic performance of the modular prefabricated two-side connected composite shear wall has excellent seismic performance with the array studs of the length-diameter ratio of 4 which the center distance of 150 mm, and RCF with the thickness of 75 mm. A satisfactory but unadventurous estimation of the shear capacity of a modular prefabricated two-side connected composite shear wall is supplied by the advised technique.

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http://hdl.handle.net/10453/155037