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- W2364200543 abstract "Some problems in pushover analysis are discussed.It illustrates that the structural scheme is very important in direct displacement-based seismic design.The roof's target displacement of RC frames is deduced by its lateral displacement mode.The relationship between the roof's target displacement and the equivalent displacement is determined.Based on displacement response spectra,the equivalent period for each performance could be deduced by equivalent displacement.Then,the degradation of structural stiffness is presented by pushover curve,and the relationship among natural periods of each performance is determined.According to the relationship between natural periods and corresponding equivalent period,the optimal structural scheme is chosen.The paper illustrates the application of the proposed method with an example and it proves that this method is feasible." @default.
- W2364200543 created "2016-06-24" @default.
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- W2364200543 date "2008-01-01" @default.
- W2364200543 modified "2023-09-25" @default.
- W2364200543 title "Optimal method for direct displacement-based seismic design of RC frames" @default.
- W2364200543 hasPublicationYear "2008" @default.
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