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- W2365168789 abstract "In this paper, the elasto-plastic time-history analysis of a 312m, super-B rating high building under a rare earthquake was carried out by the elasto-plastic dynamic analysis method base on explicit integration, in order to understand the elasto-plastic behaviour of this structure when suffering a rare earthquake. The result showed that the elasto-plastic dynamic analysis method base on explicit integration is an effective approach which could make sure the structure stay up under a rare earthquake, and the frame-coretube structure form applied to this project had a good seismic bearing capacity and ductility which could achieve the third level seismic fortification object of criterion." @default.
- W2365168789 created "2016-06-24" @default.
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- W2365168789 date "2010-01-01" @default.
- W2365168789 modified "2023-09-23" @default.
- W2365168789 title "Elastic & Plastic Time-history Analysis of Guangsheng International Building" @default.
- W2365168789 hasPublicationYear "2010" @default.
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