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- W137608307 abstract "This chapter presents the dynamic response of the Transversely Stiffening Single Curvature Cable-Suspended (TSSCCS) structure to the random wind load. The wind action to the structure can be divided into two parts, the average wind load and the fluctuating wind load. The former can be considered as static action, but for the large span and flexible cable system the response to the fluctuating wind is dynamic and random. The TSSCCS structure has inherent dynamic behavior such as the natural frequencies of the structure disperse in-groups and in each group the frequencies space closely. The change of the forced displacement to the end support of the truss and the ratio of height to deflection of the cable have little impact on natural frequency. The change of the ratio of height to span of the truss has notable impact on natural frequency. The increase of the truss's rigidity will raise the natural frequency of the system rapidly. The self-compiled program, which can calculate the response to the fluctuating-wind is employed to calculate the root-mean-square value of the structure's displacement and make comparison with the displacement to the average wind." @default.
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- W137608307 date "1999-01-01" @default.
- W137608307 modified "2023-09-23" @default.
- W137608307 title "The Response Analysis of the Transversely Stiffening Single Curvature Cable-Suspended Roof to the Fluctuating Wind" @default.
- W137608307 cites W596350158 @default.
- W137608307 doi "https://doi.org/10.1016/b978-008043015-7/50097-x" @default.
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