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- W2378049604 abstract "In order to determine the deformation index of RC shear walls under each performance objective,according to performance-based seismic design approach,the experimental results of ductility performance of RC shear walls conducted by domestic scholars since 1970s were reviewed with analyzing the ductility of 120 RC shear wall specimens main failed in flexure in different stress conditions.Meanwhile,on the basis of the relevant provisions of Chinese and foreign codes,the equations to calculate sectional curvature and plastic rotation angles of shear wall specimens for different performance objectives were derived.Based on the distribution of earthquake exceedance probability,the plastic rotation angle limits of RC shear walls with axial load ratio of 0 ≤ n ≤ 0.4 under each performance objective which is applicable for‘Code for seismic design of buildings’GB 50011—2001(2008 edition) was obtained,and then compared with corresponding limits in relevant US codes." @default.
- W2378049604 created "2016-06-24" @default.
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- W2378049604 date "2010-01-01" @default.
- W2378049604 modified "2023-09-23" @default.
- W2378049604 title "Research on deformation limits of performance-based RC shear walls controlled by flexure" @default.
- W2378049604 hasPublicationYear "2010" @default.
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