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汶川地震中单层钢筋混凝土柱厂房典型震害分析

Typical seismic damage analysis of single-story reinforced concrete industrial buildings in the Wenchuan earthquake

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【作者】 金来建贾洁朱丹

【Author】 JIN Laijian,JIA Jie,ZHU Dan(China Aeronautical Project and Design Institute,Beijing 100011,China)

【机构】 中国航空工业规划设计研究院

【摘要】 通过对四川江油市、成都市、彭州市、绵阳市汉旺镇、甘肃天水市、陕西汉中市单层钢筋混凝土柱厂房的震害调查,以及对典型震害的分析,得出以下结论:按抗震规范设计的建筑,钢筋混凝土主体结构破坏轻微;非结构构件震害相对比较严重,特别是纵墙端开间、高大山墙、高低跨悬墙,以及高大设备和基础的连接;未进行抗震设计且未进行加固的老厂房震害一般较严重。为此,要特别加强非结构构件和高大设备的抗震设计,对未进行抗震设计的老厂房要尽快安排抗震加固。

【Abstract】 According to the damage survey and analysis for the single-story reinforced concrete industrial buildings located in Jiangyou,Chengdu,Pengzhou and Mianyang in Sichuan Province,Tianshui in Gansu Province,and Hanzhong in Shanxi Province,the following conclusions are derived: first,the main structures of reinforced concrete buildings designed according to the Seismic Code received minor damage;non-structural components,especially the end bays in the longitudinal direction,high gables,the cantilevered walls between two span with different height and the connection between huge device and foundation,suffered relatively serious damage;third,the structures without standard design according to the Seismic Code,as well as the old industrial buildings without consolidation were damaged severely.Thereby,the seismic design for non-structural components and huge devices should be emphasized.Moreover,the old industrial buildings that used to be designed without following the Seismic Code should be retroffited as soon as possible.

  • 【文献出处】 建筑结构学报 ,Journal of Building Structures , 编辑部邮箱 ,2008年04期
  • 【分类号】TU375.3;TU311.3
  • 【被引频次】18
  • 【下载频次】547
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