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- W2387341838 abstract "Damage mode of a structure has an important influence on its anti-seismic performance.In order to study this issue,the strength and deformation of present reinforced concrete frame structures was studied by two anti-seismic performance evaluation methods,story compound seismic capability index(SCSCI) and strength and ductility(SD). It was found that member strength interacts closely with nonlinear internal force and deformation,and the strength has much influence on the story anti-seismic performance,which reveals the limitation of SCSCI for great earthquakes. SCSCI and SD were further verified by using an example,and their validity was checked by Push Over analysis. The results indicate that SD can predict the structural anti-seismic performance under the middle and great earthquakes,but SCSCI only suits the former. With the computer program,a rapid anti-seismic performance evaluation can be carried out by SD." @default.
- W2387341838 created "2016-06-24" @default.
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- W2387341838 date "2014-01-01" @default.
- W2387341838 modified "2023-09-25" @default.
- W2387341838 title "Damage mechanism and anti-seismic performance of present reinforced concrete frame structure" @default.
- W2387341838 hasPublicationYear "2014" @default.
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