节点文献

“5·12”汶川地震对宝鸡市陈仓区工业厂房破坏的调查及震害分析

Investigation and analysis:seismic damage to the workshop buildings in Chencang District of Baoji City

  • 推荐 CAJ下载
  • PDF下载
  • 不支持迅雷等下载工具,请取消加速工具后下载。

【作者】 王林科薛建阳赵鸿铁闫春生

【Author】 WANG Lin-ke1,2,XUE Jian-yang1,ZHAO Hong-tie1,YAN Chun-sheng1(1.School of Civil Eng.,Xi′an Univ.of Arch.& Tech.,Xi′an 710055,China;2.State Key Laboratory of Architecture Science and Technology in West China(XAUAT),Xi′an 710055,China)

【机构】 西安建筑科技大学土木工程学院西部建筑科技国家重点实验室(筹)

【摘要】 综述了受汶川5·12特大地震及其系列余震波及,陈仓区各类工业厂房的地震破坏形式,并对各种破坏形式进行了初步分析.调查表明,内框架厂房边柱破坏最严重,钢筋混凝土排架厂房破坏形式最多,主要有山墙开裂、倾斜,柱混凝土开裂,支撑压曲、端部拉脱等.

【Abstract】 This paper presents all kinds damages to the workshop buildings caused by 5·12 Wenchuan Earquake and its serial aftershock in Chencang District of Baoji City,and the failure patterns and their generating reasons are analyzed.It is shown that the most severe damage occurs on the outside column in inner-frame of workshop buildings.There are most failure modes in reinforced concrete bent-frame,including slant and collapse of the gable,cracking of concrete,buckling of bracing and its pulling-out at the end of the column.

  • 【文献出处】 西安建筑科技大学学报(自然科学版) ,Journal of Xi’an University of Architecture & Technology(Natural Science Edition) , 编辑部邮箱 ,2008年05期
  • 【分类号】TU746.3
  • 【被引频次】10
  • 【下载频次】206
节点文献中: 

本文链接的文献网络图示:

本文的引文网络