华南理工大学学报(自然科学版) ›› 2007, Vol. 35 ›› Issue (11): 1-7.

• 土木建筑工程 •    下一篇

球面网壳结构风振响应时程分析

魏德敏1  边建烽2   

  1. 1.华南理工大学 建筑学院,广东 广州510640; 2. 广州珠江外资建筑设计院,广东 广州 510060
  • 收稿日期:2006-08-31 出版日期:2007-11-25 发布日期:2007-11-25
  • 通信作者: 魏德敏(1955-) ,女,教授,博士生导师,主要从事土木工程结构研究. E-mail:dmwei@scut.edu.cn
  • 作者简介:魏德敏(1955-) ,女,教授,博士生导师,主要从事土木工程结构研究.
  • 基金资助:

    广东省自然科学基金资助项目(020940)

Time-History Analyses of Wind Vibration Response of Spherical Latticed SheU Structures

Wei De-minBian Jian-feng2   

  1. 1. School of Architecture and Civil Engineering, South China Univ. of Tech. , Guangzhou 510640 , Guangdong , China;2. Guangzhou Pearl River Foreign Investment Architectural Designing Institute , Guangzhou 510060, Guangdong. China
  • Received:2006-08-31 Online:2007-11-25 Published:2007-11-25
  • Contact: 魏德敏(1955-) ,女,教授,博士生导师,主要从事土木工程结构研究. E-mail:dmwei@scut.edu.cn
  • About author:魏德敏(1955-) ,女,教授,博士生导师,主要从事土木工程结构研究.
  • Supported by:

    广东省自然科学基金资助项目(020940)

摘要: 利用线性自回归滤波器法(AR 法) ,编制了大跨空间结构的风速时程模拟程序,通过算例验证了该方法对大跨空间结构具有的良好适用性.将模拟出的风荷载作用于单层球面网壳,用有限元程序ANSYS 进行了网壳结构的风振响应时程分析.通过时程分析结果与频域法的相应计算结果的对比,发现时程分析法与频域法的计算结果基本吻合,时程响应的峰值远大于静风响应,频域法的风振系数略大于时程法的结果.

关键词: 球面网壳, 风振响应, 时程分析, 频域法

Abstract:

In this paper, according to the principle of linear auto-regressive model (AR Model). a time-history simulation program of wind velocity is proposed for large-span spatial structures. and the feasibility of the ProIposed program is verified by a practical example. The simulated wind vibmtion loads are then applied to the time-history analysis of wind vibration response of single-layer spherical latticed shells by the finite-element program ANSYS.Through comparing the results obtained by the time-history analysis with the computational ones obtained by the fre-quency-domain method. it is found that the results of the time-history analysis are agreement with ones of the fre-quency-domain analysis on the whole. But the peak values of the time-history response are far exceed those of the static-wind response , and the wind-vibration coefficient of the frequency-domain method is bigger slightly that of the time-domain method.

Key words: spherical latticed shell, wind vibration response, time-history analysis, frequency-domain method