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大跨度张弦桁架结构静力和自振特性研究
引用本文:孙金国,徐小兵,陈杰,石启印.大跨度张弦桁架结构静力和自振特性研究[J].苏州科技学院学报(工程技术版),2012,25(2):46-49.
作者姓名:孙金国  徐小兵  陈杰  石启印
作者单位:1. 江苏镇江市中森设计责任有限公司,江苏镇江,212004
2. 江苏大学土木工程与力学学院,江苏镇江,212013
3. 江苏省镇江市路灯管理处,江苏镇江,212013
基金项目:江苏省“六大人才高峰”资助项目
摘    要:为了研究大跨度张弦桁架结构的静力特性和自振特性,以镇江体育中心会展馆为研究对象,采用ANSYS有限元软件,对镇江体育馆整体空间结构进行了相应的计算分析,静力进行分析,研究了不同预应力、拉索横截面积对其静力性能的影响,结果表明,张弦桁架结构的预应力、拉索横截面积对结构的静力性能影响很大;然后分析了竖向支柱的有无对张弦结构振型、频率的影响,分析表明,有竖向支柱对结构振型和频率的影响很大。

关 键 词:张弦桁架结构  有限元  振型分析  模态分析

A study on static and self-vibration characteristics of long-span truss string structures
SUN Jinguo,XU Xiaobing,CHEN Jie,SHI Qiyin.A study on static and self-vibration characteristics of long-span truss string structures[J].Journal of University of Science and Technology of Suzhou:Engineering and Technology,2012,25(2):46-49.
Authors:SUN Jinguo  XU Xiaobing  CHEN Jie  SHI Qiyin
Affiliation:1.Zhongseng Designing Co.,LTD,Zhenjiang 212013,China;2.Civil Engineering and Mechanics College,Jiangsu University,Zhenjiang 212013,China;3.Jiangsu zhenjiang street lamp management office,Zhenjiang 212013,China)
Abstract:In order to study the static and self-vibration characteristics of the long-span truss string structures,and based on Center Exhibition Hall of Zhenjiang Sports,ANSYS is used to make the corresponding calculation and static analysis on the overall spatial structure of Sports Hall,and the influence of different prestress and lasso’s cross-sectional area on the static performance is also analyzed.The result shows that the prestress and the cross-sectional area greatly influence the composition’s static performance.Then the paper further studies if the vertical columns influence the truss structure’s vibration model and frequency,the result shows that the vertical columns greatly influence the vibration model and frequency.
Keywords:truss string structure  finite element  vibration model analysis  modal analysis
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