华南理工大学学报(自然科学版) ›› 2008, Vol. 36 ›› Issue (12): 1-6.

• 土木建筑工程 •    下一篇

索膜结构的非线性风振响应

魏德敏水渊2   

  1. 1. 华南理工大学 亚热带建筑科学国家重点实验室, 广东 广州 510640; 2. 华南理工大学 土木工程系, 广东 广州 510640
  • 收稿日期:2008-03-04 修回日期:2008-09-04 出版日期:2008-12-25 发布日期:2008-12-25
  • 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)

Nonlinear Wind-Induced Vibration Response of Cable-Membrane Structures

Wei De-minShui Yuan2   

  1. 1. State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou 510640, Guangdong, China; 2. Department of Civil Engineering, South China University of Technology, Guangzhou 510640, Guangdong, China
  • Received:2008-03-04 Revised:2008-09-04 Online:2008-12-25 Published:2008-12-25
  • 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: 索膜结构是一种新型大跨度空间结构形式,该类轻柔结构对风的作用十分敏感,风荷载往往是结构设计的控制荷载.文中运用有限元程序对一实际索膜结构进行了自振分析,然后用自编程序进行了结构风振响应的理论分析,分析中考虑了风向、风速、膜预张力等基本参数对结构响应的影响,发现索膜结构的自振频率随膜预张力的增加而明显增大,风速对结构风振响应也有较大影响.

关键词: 索膜结构, 模态分析, 风致振动, 非线性响应

Abstract:

As a new long-span space structure type, the cable-membrane structure is sensitive to wind due to its light weight and flexibility. Thus, the wind load is generally taken as the control load in the design of cable-membrane structures. In this paper, the free vibration of a practical cable-membrane structure is analyzed by using the finite element program, and the wind-induced vibration response of the structure is theoretically analyzed by using a self-developed program. In the analyses, the influences of some basic parameters, such as the wind direction, the wind velocity and the membrane prestress, on the wind-induced vibration response are considered. The results indicate that the natural frequency of the cable-membrane structure significantly increases with the membrane prestress, and that the wind velocity is closely related to the wind-induced vibration response.

Key words: cable-membrane structure, modal analysis, wind-induced vibration, nonlinear response