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- W2359658536 abstract "According to the disadvantages of present numerical model for elastic-plastic seismic response analysis of masonry structures,a macro numerical model consists of three spring elements is used for non-linear calculation of the whole structure.First,the accuracy of three spring elements model(TSEM) is testified by comparing with the experimental result of single specimen of masonry wall.Then the TSEM is used for static and dynamic analysis of a simple spatial masonry structure,responses of the structure under different seismic intensity are calculated as well,and the result is satisfied.The damage evolution of each wall is classified to three elastic stage,failure stage and ultimate stage by story drift angle,to evaluate damage status of the whole structure.In addition,completely failure of the vertical load bearing components is used as the criterion of collapse,to improve the applicability of the TSEM on seismic resistance research of masonry structures." @default.
- W2359658536 created "2016-06-24" @default.
- W2359658536 creator A5091489017 @default.
- W2359658536 date "2011-01-01" @default.
- W2359658536 modified "2023-09-28" @default.
- W2359658536 title "A numerical model for non-linear dynamic analysis of masonry structures subjected to ground motion" @default.
- W2359658536 hasPublicationYear "2011" @default.
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