首页 | 本学科首页   官方微博 | 高级检索  
     

网架结构连续倒塌性能的试验研究
引用本文:熊进刚,钟丽媛,张毅,李艳.网架结构连续倒塌性能的试验研究[J].南昌大学学报(工科版),2012,34(4):369-372.
作者姓名:熊进刚  钟丽媛  张毅  李艳
作者单位:1. 南昌大学建筑工程学院,江西南昌,330031
2. 亚瑞建筑设计有限公司深圳分公司,广东深圳,518000
3. 南昌大学后勤管理处,江西南昌,330031
基金项目:江西省教育厅科技资助项目
摘    要:进行了跨度为1.25 m、5×5网格、网格尺寸0.25 m×0.25 m、高度0.175 m的四角锥网架结构模型的连续倒塌试验,研究网架结构受力最大的腹杆初始失效后,网架结构其余杆件受力变化及结构的连续倒塌全过程,观测杆件的荷载-应力曲线、荷载-位移曲线,分析网架结构连续倒塌的性能和特点。网架结构的连续倒塌主要是由受压杆件的屈曲失稳引起的,破坏比较突然。

关 键 词:网架结构  连续倒塌  试验研究

Experimental Study on Progressive Collapse of Space Grid Structures
XIONG Jin-gang , ZHONG Li-yuan , ZHANG Yi , LI Yan.Experimental Study on Progressive Collapse of Space Grid Structures[J].Journal of Nanchang University(Engineering & Technology Edition),2012,34(4):369-372.
Authors:XIONG Jin-gang  ZHONG Li-yuan  ZHANG Yi  LI Yan
Affiliation:1a.School of Civil Engineering and Architecture;1b.Logistic Affairs Department,Nanchang University,Nanchang 330031,China; 2.Yarui Architecture Design CO.LTD.Shenzhen,Shenzhen 518000,China)
Abstract:The aim of the experiment was to investigate the progressive collapse performance of a square pyramidal grid structure,which was designed with 1.25 m span,5×5 grid and 0.175 m height.The ventral bar with the maxim force was cut to simulate its failure,and the force change in the rest bars and the whole process of progressive collapse were observed.The load-strain curve and the load-displacement curve were also recorded.Based on the experiment,the properties of progressive collapse of space grid structure were analyzed.The initial local damage of the ventral bar would lead to progressive collapse of space grid structure.
Keywords:grid structure  progressive collapse  experimental study
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