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- W2379046092 abstract "To study the lateral seismic collapse fragility of RC frame structures,multi-record incremental dynamic analysis method is utilized to get the lateral seismic collapse fragility curves of a three-bay and five-storey RC frame building,in which the FEMA-rule and computational non-convergence are taken as a rule of lateral collapse of structures.The results demonstrate that the FEMA-rule is conservative to determine lateral collapse.Under the major earthquake,the structural collapse risk is limited." @default.
- W2379046092 created "2016-06-24" @default.
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- W2379046092 date "2011-01-01" @default.
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- W2379046092 title "Lateral seismic collapse fragility analysis of RC frame structures" @default.
- W2379046092 hasPublicationYear "2011" @default.
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