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高层建筑顺风向风振系数研究分析
引用本文:孙业华,高群,李建荣. 高层建筑顺风向风振系数研究分析[J]. 山西建筑, 2013, 0(35): 47-48
作者姓名:孙业华  高群  李建荣
作者单位:中国瑞林工程技术有限公司,江西南昌330031
摘    要:以具体工程为例,采用线性滤波法模拟了顺风向脉动风场,在时域内计算了高层建筑结构风振响应,并对位移阵风荷载因子法、惯性风荷载法和荷载规范法所计算的风振系数进行了对比分析,以供参考。

关 键 词:线性滤波法  随机振动  风振系数

Research and analysis on along wind vibration coefficient of high-rise buildings
SUN Ye-hua,GAO Qun,LI Jian-rong. Research and analysis on along wind vibration coefficient of high-rise buildings[J]. Shanxi Architecture, 2013, 0(35): 47-48
Authors:SUN Ye-hua  GAO Qun  LI Jian-rong
Affiliation:( China Ruilin Engineering Technology Limited Company, Nanchang 330031, China)
Abstract:Taking specific project as an example, this paper simulated the along wind fluctuating wind field using linear filtering method, calcu- lated the structure wind vibration response of high-rise buildings in time domain, and made comparative analysis on wind vibration coefficient cal- culated by displacement gust wind load factor method, inertia wind load method and load regulation, for reference.
Keywords:linear filtering method   random vibration   wind vibration coefficient
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