Verification and Improvement of the Effectiveness of Seismic Capacity Design Measures of Shear Wall |
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Authors: | HAN Jun LI Ying-min and CHEN Wei-xian |
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Institution: | College of Civil Engineering;Key Laboratory of New Technology for Construction of Cities in Mountain Area,Ministry of Education,Chongqing University,Chongqing 400045,P.R.China;;College of Civil Engineering;Key Laboratory of New Technology for Construction of Cities in Mountain Area,Ministry of Education,Chongqing University,Chongqing 400045,P.R.China;;Infrastructure Department,Sun Yat-Sen University,Guangzhou 510275,P.R.China |
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Abstract: | In order to investigate the effective seismic capacity design measures of shear wall and to realize expected failure modes under strong earthquake,the existing problems in current seismic capacity design measures are pointed out through theoretical analysis.The effectiveness of the measures of Chinese seismic design code is verified by fine finite element dynamic time-history analysis of examples.Improving measures are then put forward and are verified through example analysis.It is shown the bending ductile demand of bottom section of shear wall increases too much based on moment capacity design measures of Chinese seismic design code 2001 in the rigid foundation assumption under rare earthquake action,and its bearing capacity for vertical axis force loses;the shear capacity design measures of current seismic design code would lead to shear failure in the stores above the bottom ductility strengthening area.Some improved bending and shear seismic capacity design measures of shear wall are proposed and are verified to be effective. |
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Keywords: | failure modes seismic capacity design frame-shear wall structure dynamic analysis |
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