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- W2394163912 abstract "This paper presents the process of time domain analysis of structural buffeting responses of Yamen Bridge at erection stage under three kinds of adverse wind resistance situations of single pylon, maximum twoside cantilevers and maximum oneside cantilever, in which the influences of admittance functions are considered when aerodynamics of the girder is calculated and the relevant formulations of aerodynamics under the quasicommon assumptions are modified to make them represent the influences of the derivations of the aerodynamics of the girder sections to some extent. The numerical results are agreeable with the wind tunnel test results on the whole, which proves that the method described in the paper is correct and practicable. In the paper, some of the results are discussed and conclusions thereof are drawn as well." @default.
- W2394163912 created "2016-06-24" @default.
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- W2394163912 date "2003-01-01" @default.
- W2394163912 modified "2023-09-22" @default.
- W2394163912 title "Time Domain Analysis of Wind-Induced Vibration of Yamen Bridge at Erection Stage" @default.
- W2394163912 hasPublicationYear "2003" @default.
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