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- W2371237539 abstract "Due to the indeterminacy of the seismic wave path,there are some deficiencies in calculation and theory of dynamics which exist for the surface structures affected by earthquake.To help both the theoretical arithmetic and the empirical analysis.with elastic-plastic analysis and non-linear finite element analysis of the reinforced concrete,a response of dynamic analysis is made for the surface structure affected by earthquake by LS-DYNA.Result of simulation basically accords with the state of realistic.Through the time-curve of flexible analysis,we can conclude that,it is very necessary to make a time-dynamic analysis of elastoplastic for the structures which are very high and complex,which can determine the yield mechanism,the weakest part and the type of destruction potentiality in the margin of absolute error,which is the way most close to the subsistent determination of the aseismatic performance of the structure." @default.
- W2371237539 created "2016-06-24" @default.
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- W2371237539 date "2008-01-01" @default.
- W2371237539 modified "2023-09-26" @default.
- W2371237539 title "Finite element simulation of surface building under action of earthquake" @default.
- W2371237539 hasPublicationYear "2008" @default.
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