首页 | 本学科首页   官方微博 | 高级检索  
     

单层正交索网结构承载性能研究
引用本文:杨立军,何志鹃,陆守明.单层正交索网结构承载性能研究[J].四川建筑科学研究,2008,34(1):33-35.
作者姓名:杨立军  何志鹃  陆守明
作者单位:湖南文理学院土木建筑工程系,湖南,常德,415000
基金项目:湖南重点建设学科资助项目 , 湖南省教育厅资助项目
摘    要:采用了数值模拟的方法对考虑玻璃与索协同工作的单层平面索网玻璃幕墙结构静力性能进行研究,通过参数分析讨论了玻璃自重、拉索截面积、网格数、风荷载、拉索预应力等因素对玻璃贡献的影响,得到了一些有实用意义的结论.

关 键 词:单层正交索网结构  点支式玻璃幕墙  协同工作  参数分析
文章编号:1008-1933(2008)01-0033-03
收稿时间:2006-09-22
修稿时间:2006年9月22日

Study of load-bearing capacity for single-layer orthogonal cable mesh structure
YANG Lijun,HE Zhijuan,LU Shoumin.Study of load-bearing capacity for single-layer orthogonal cable mesh structure[J].Building Science Research of Sichuan,2008,34(1):33-35.
Authors:YANG Lijun  HE Zhijuan  LU Shoumin
Abstract:The numerical simulation had been conducted in order to study the static performance of single-layer plane cable net grass curtain working in cooperation with glass panels. And through the parameter analysis method, the effects of all kinds of factors, such as weight of glass, sectional area of cable, grid numbers, wind load, prestress of cable, on the stiffness contribution Of glass panels to the structure were obtained, some practical conclusions were gained.
Keywords:single-layer orthogonal cable mesh structure  point-supporting glass curtain  work in cooperation  parameter analysis
本文献已被 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号