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斜拉桥独塔施工状态风载内力的风洞试验研究
引用本文:何向东,周述华.斜拉桥独塔施工状态风载内力的风洞试验研究[J].西南交通大学学报,2000,35(5):471-474.
作者姓名:何向东  周述华
作者单位:西南交通大学土木工程学院,四川,成都,610031
摘    要:基于均匀流和紊流风场中的桥我洞试验所测得的桥塔空气力静系数及塔顶抖振响应的位均方根,采用线性叠加法及有限法反演,给出设计风速塔底控制截面的顺风向静风及抖振动内。

关 键 词:斜拉桥  风洞试验  有限元法  独塔施工

Wind Tunnel Test Study on Wind-Induced Internal Force of a Cable-Stayed Bridge Tower
HE Xiang-dong,ZHOU Shu-hua.Wind Tunnel Test Study on Wind-Induced Internal Force of a Cable-Stayed Bridge Tower[J].Journal of Southwest Jiaotong University,2000,35(5):471-474.
Authors:HE Xiang-dong  ZHOU Shu-hua
Abstract:Based on the static wind force factors of a tower and on the root mean square of the buffeting displacement responses of the tower top, which are measured by wind tunnel tests in laminar and turbulent field respectively, the static and buffeting internal forces of the tower bottom control sections under its design wind speed are obtained by linear superposition method and FEM.
Keywords:cable  stayed bridge  wind tunnel test  buffeting  FEM
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