Study on an Equivalent Cross Brace Model of Steel Plate Wall with Slits

doi:10.3969/j.issn.0253-374x.2011.05.001

Home > Archive>Volume 39, Issue 5, 2011 >625. DOI:10.3969/j.issn.0253-374x.2011.05.001

Study on an Equivalent Cross Brace Model of Steel Plate Wall with Slits
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                        10.3969/j.issn.0253-374x.2011.05.001
                    
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                        SUN FeifeiSUN Feifei
State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China;College of Civil Engineering,Tongji University,Shanghai 200092,China
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HE MinfeiHE Minfei
College of Civil Engineering,Tongji University,Shanghai 200092,China;Beijing Institute of Architectural Design,Beijing 100045,China
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LI GuoqiangLI Guoqiang
State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China;College of Civil Engineering,Tongji University,Shanghai 200092,China
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JIN HuajianJIN Huajian
College of Civil Engineering,Tongji University,Shanghai 200092,China
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Clc Number:TU 317
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Abstract:

A full-scale composite slit steel plate walls(CSSPW) specimen was tested,which further verified the cyclic strain hardening phenomenon.In the meanwhile,a unified model of equivalent cross brace(ECB) model and corresponding hysteretic models were proposed to simulate the hysteresis behavior of steel plate shear walls with slits and CSSPW.Numerical simulation was conducted for four specimens of steel plate shear walls and three specimens of CSSPWs,showing good accuracy of the proposed model.

Key words:steel plate shear wall with slits; composite slit steel plate walls; equivalent cross brace model; hysteretic model

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SUN Feifei, HE Minfei, LI Guoqiang, JIN Huajian. Study on an Equivalent Cross Brace Model of Steel Plate Wall with Slits[J].同济大学学报(自然科学版),2011,39(5):625~

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Received:January 27,2010
Revised:March 15,2011
Adopted:January 10,2011
Online: May 30,2011
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