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本文计算了高层建筑在顺风荷载作用下的动力反应.根据基本参数、结构第一振型和质量模式的假定,编制了计算程序AWCTS.对国外三幢高楼进行计算,检验了本文提出风荷载模型的有效性.
In this paper, the dynamic response of high-rise buildings under downwind loads is calculated. Based on the assumptions of the basic parameters, the first mode of the structure and the quality model, the calculation program AWCTS is compiled. The three high-rise buildings abroad are calculated, and the wind load model proposed in this paper is tested. The effectiveness.