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- W2362042351 abstract "According to the shortage of the lateral resistant capacity in the high-rise steel structure,the lateral resistant force of the double tower large foundation structure could be considered to be provided with the eccentric energy consumption support.The finite element analysis software SAP2000 was applied to the time-history analysis on the two different structural plans individually under the double direction horizontal earthquake role.According to the results of the structural dynamic features for the two plans,a rational plan was obtained." @default.
- W2362042351 created "2016-06-24" @default.
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- W2362042351 date "2011-01-01" @default.
- W2362042351 modified "2023-09-23" @default.
- W2362042351 title "Earthquake Resistant Analysis on Double Tower Foundation with Eccentric Energy Consumption Support Structure" @default.
- W2362042351 hasPublicationYear "2011" @default.
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