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5·12汶川地震高烈度区结构震害调查分析

INVESTIGATION OF SEISMIC HAZARD OF STRUCTURES IN HIGH INTENSITY REGION IN 5·12 WENCHUAN EARTHQUAKE

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【作者】 郑鑫陶夏新

【Author】 ZHENG Xin1,2,TAO Xia-xin1 (1.School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China; 2.School of Engineering,Heilongjiang August First Land Reclamation University,Heilongjiang Daqing 163319,China)

【机构】 哈尔滨工业大学土木工程学院黑龙江八一农垦大学工程学院

【摘要】 结合现场调查结果,介绍并分析了汶川地震震中区附近建筑物震害现象。得到以下主要结论:一些按照国家现行(GB50011-2001)《建筑抗震设计规范》规定设计的建筑物的破坏低于预估破坏,真正做到了"大震不倒"。框架结构的破坏主要集中于梁柱结点区及构件上,整体倒塌的较少,砌体结构的破坏主要是倒塌、局部倒塌、墙体开裂。

【Abstract】 Combined with the investigation results,the hazard of building around the epicenter region in Wenchuan Earthquake is introduced.Some conclusions are got: Some buildings designed conforming to the "Code for seismic design of buildings"(GB50011-2001) is better than what are anticipated.They did not collapse in severe earthquake.For the flame structure buildings,joints of beam and column and members failure are prevalent,and only few building totally collapses.For the masonry buildings,total collapse,local collapse and crack of wall are the main failure modes.

【基金】 国家自然科学基金重点项目(50538030)
  • 【文献出处】 低温建筑技术 ,Low Temperature Architecture Technology , 编辑部邮箱 ,2009年06期
  • 【分类号】TU352.11
  • 【被引频次】8
  • 【下载频次】166
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