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- W2386747308 abstract "A coastal super high-rise building is 350 meters high.It locates in Zhejiang Province and its ratio of high to width is 7.6.Wind load is one of the control loads in its structure design.The resultant force and the resultant moment under mean wind loads in the bottom of the building in the different wind direction are carried out by numerical wind tunnel simulation in this paper.The calculation results are close to the results of tunnel experiment and the difference is less than 15%.Then by fitting the fluctuating wind power spectrum density and coherence functions,the wind-induced responses of the building are analyzed by CQC method.The maximum acceleration of the top floor and the resultant force and the resultant moment under equivalent wind loads are compared with the test results of wind tunnel experiment,which illustrates that the analysis method of wind-induced responses in this paper is feasible in the application of actual engineering." @default.
- W2386747308 created "2016-06-24" @default.
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- W2386747308 date "2010-01-01" @default.
- W2386747308 modified "2023-09-23" @default.
- W2386747308 title "Numerical Simulation of Wind Loads and Analysis of Wind-induced Responses on a Super High-rise Building" @default.
- W2386747308 hasPublicationYear "2010" @default.
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