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Article: The Analysis of Earthquake Resistant Behaviour & the Design of Newly Proposed R.C. Slit Shear Walls (II): Analysis of Behaviour & Design of Slit Wall Structures

TitleThe Analysis of Earthquake Resistant Behaviour & the Design of Newly Proposed R.C. Slit Shear Walls (II): Analysis of Behaviour & Design of Slit Wall Structures
一種新型帶縫鋼筋砼高剪力墻的抗震性能分析和設計(II): 整體結構性能分析
Authors
KeywordsSlit shear walls (帶縫剪力墻)
Elasto-plastic analysis (彈塑性分析)
Earthquake resistant behaviour (抗震性能)
Designing of connecting beams (連梁設計)
Finite element method (有限元法)
Issue Date1997
PublisherZhongguo Jian Zhu Ji Shu Yan Jiu Yuan (中國建築技術硏究院).
Citation
Building Structure, 1997, v. 164 n. 8, p. 3-8, 32 How to Cite?
建築結構, 1997, v. 164 n. 8, p. 3-8, 32 How to Cite?
AbstractFollowing the studies stated in the first part, this paper deals with the nonlinear analysis of behaviour of slit shear walls by finite element method, the focus is the influence of different designings of connecting beams on the behaviour of slit shear walls. The results show that the design of connecting beams is crucial to the overall behaviour and the failure mode of slit shear walls, so the reasonable design of connecting beams is a must to the realization of design concept of slit shear walls. 本文為關于一種新型帶豎縫剪力墻性能分析的第二部分.在第一部分分析的基礎上,對帶豎縫剪力墻的彈塑性性能進行了有限元非線性分析,分析重點是連梁高度及其配筋等參數對整體結構性能的影響.分析結果表明,連梁的設計對整體結構的性能及其破壞形態至關重要,因此合理的連梁設計是實現帶縫剪力墻工作機理的基礎.
Persistent Identifierhttp://hdl.handle.net/10722/71346
ISSN

 

DC FieldValueLanguage
dc.contributor.authorDai, H-
dc.contributor.authorKwan, AKH-
dc.contributor.authorCheung, YK-
dc.date.accessioned2010-09-06T06:31:09Z-
dc.date.available2010-09-06T06:31:09Z-
dc.date.issued1997-
dc.identifier.citationBuilding Structure, 1997, v. 164 n. 8, p. 3-8, 32-
dc.identifier.citation建築結構, 1997, v. 164 n. 8, p. 3-8, 32-
dc.identifier.issn1002-848X-
dc.identifier.urihttp://hdl.handle.net/10722/71346-
dc.description.abstractFollowing the studies stated in the first part, this paper deals with the nonlinear analysis of behaviour of slit shear walls by finite element method, the focus is the influence of different designings of connecting beams on the behaviour of slit shear walls. The results show that the design of connecting beams is crucial to the overall behaviour and the failure mode of slit shear walls, so the reasonable design of connecting beams is a must to the realization of design concept of slit shear walls. 本文為關于一種新型帶豎縫剪力墻性能分析的第二部分.在第一部分分析的基礎上,對帶豎縫剪力墻的彈塑性性能進行了有限元非線性分析,分析重點是連梁高度及其配筋等參數對整體結構性能的影響.分析結果表明,連梁的設計對整體結構的性能及其破壞形態至關重要,因此合理的連梁設計是實現帶縫剪力墻工作機理的基礎.-
dc.languagechi-
dc.publisherZhongguo Jian Zhu Ji Shu Yan Jiu Yuan (中國建築技術硏究院).-
dc.relation.ispartofBuilding Structure-
dc.relation.ispartof建築結構-
dc.subjectSlit shear walls (帶縫剪力墻)-
dc.subjectElasto-plastic analysis (彈塑性分析)-
dc.subjectEarthquake resistant behaviour (抗震性能)-
dc.subjectDesigning of connecting beams (連梁設計)-
dc.subjectFinite element method (有限元法)-
dc.titleThe Analysis of Earthquake Resistant Behaviour & the Design of Newly Proposed R.C. Slit Shear Walls (II): Analysis of Behaviour & Design of Slit Wall Structures-
dc.title一種新型帶縫鋼筋砼高剪力墻的抗震性能分析和設計(II): 整體結構性能分析-
dc.typeArticle-
dc.identifier.openurlhttp://library.hku.hk:4550/resserv?sid=HKU:IR&issn=1002-848X&volume=164&spage=3 &epage= 8&date=1997&atitle=The+analysis+of+earthquake+resistant+behaviour+and+the+design+of+newly+proposed+r.c.+slit+shear+wall+(II)+-+analysis+of+behaviour+and+design+of+slit+wall+structures+(in+Chinese)en_HK
dc.identifier.emailKwan, AKH: khkwan@HKUCC.hku.hk-
dc.identifier.emailCheung, YK: hreccyk@hkucc.hku.hk-
dc.identifier.authorityKwan, AKH=rp00127-
dc.identifier.authorityCheung, YK=rp00104-
dc.identifier.hkuros34265-
dc.identifier.volume164-
dc.identifier.issue8-
dc.identifier.spage3-
dc.identifier.epage8, 32-
dc.publisher.placeChina (中國)-

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