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某超高层建筑的脉动风荷载模拟及风振分析
引用本文:陈晓桐. 某超高层建筑的脉动风荷载模拟及风振分析[J]. 山西建筑, 2008, 34(22)
作者姓名:陈晓桐
作者单位:广东技术师范学院天河学院建筑工程系,广东广州,510540
摘    要:结合总高438.6 m的某超高层建筑,采用现在广泛流行的线性滤波法中的AR自回归模型,模拟了该结构具有随机性、时间相关性、空间相关性的28条顺风向脉动风荷载时程样本,并对结构进行了风振响应分析。

关 键 词:高层建筑  风荷载  AR模型  风振响应分析

Simulation of fluctuating wind load of a high-rise bulding and analysis of wind-induced response
CHEN Xiao-tong. Simulation of fluctuating wind load of a high-rise bulding and analysis of wind-induced response[J]. Shanxi Architecture, 2008, 34(22)
Authors:CHEN Xiao-tong
Affiliation:CHEN Xiao-tong
Abstract:Combined with a high-rise building with 438.6 meters tall.By using the Auto-Regressive(AR) model,28 samples of fluctuating wind load are simulated which has randomly,stochastically time and space correlativity.Then,the wind-induced vibration response of the structrure is calculated.
Keywords:high-rise building  wind load  AR model  analysis of wind-induced response
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