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- W2368269884 abstract "Four finite element models were established with the help of the analysis software SAP2000.The natural vibration characteristics of the transfer floor structure was obtained from the model modal analysis of the structure,and the result shows that the lateral stiffness ratio has little impact on the natural vibration of the structure.The analysis of response spectrum and elastic time history was made to get the displacement message of the structure.The analysis result shows that the period ratio of the structure decreased from 0.806 8to 0.710 1and the displacement ratio decreased from 1.132to 1.081with the increase lateral rigidity ratio.The research is thus of much significance for the anti-torsion design of irregular high-rise buildings with girder transfer floor." @default.
- W2368269884 created "2016-06-24" @default.
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- W2368269884 date "2013-01-01" @default.
- W2368269884 modified "2023-09-26" @default.
- W2368269884 title "Influence of Lateral Stiffness on Torsion Effect of Structures with Girder Transfer Floor" @default.
- W2368269884 hasPublicationYear "2013" @default.
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