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- W2385958905 abstract "Through analysis for a high-rise reinforced concrete frame-shear wall structure with three methods including the simplified code algorithm(SATWE analysis),elastic-plastic dynamic analysis(EPDA analysis) and elastic-plastic static analysis(EPSA analysis),and compared with the analysis results,a secure,appropriate,implementary and economical method for the seismic response analysis is got then in order to evaluate the seismic performance of a high-rise reinforced concrete frame-shear wall structure." @default.
- W2385958905 created "2016-06-24" @default.
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- W2385958905 date "2010-01-01" @default.
- W2385958905 modified "2023-09-27" @default.
- W2385958905 title "Comparison between Several Methods of Seismic Response Analysis for Seismic Performance Evaluation of Frame and Shear Wall Structure" @default.
- W2385958905 hasPublicationYear "2010" @default.
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