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高层建筑巨型框架结构应用及其受力特征

Application and mechanic characteristic of mega- frame far tall building

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【作者】 左振波左振明左春仁

【Author】 ZUO Zhen-bo, ZUO Zhen-ming, ZUO Chun-ren(Dalian Institute of Planning Design and Research, Dalian 116012, China; Dalian Jinsong Construction Consultant Co. Ltd, Dalian 116001, China; Department of Civil and Architectural Engineering, Dalian University, Dalian 116622, China)

【机构】 大连市规划设计研究院大连市金松监理公司大连大学土木建筑工程系 辽宁大连116012辽宁大连116001辽宁大连116622

【摘要】 本文介绍了高层矩型框架结构体系在国内外的应用情况,通过对巨型框架主次框架的不同连接形式分析了抗震巨型框架和减震巨型框架的受力特点,通过理论分析和试验结果揭示了上述两种巨型框架弹性和弹塑性地震反应和地震损伤形式,指出了对抗震、减震效果的影响因素.

【Abstract】 This paper introduces application-in home and foreign and mechanic characteristic of mega-frame for Tall building by different connection form of major-sub-frame for mega-frame structure, mechanic characteristic for seismic mega- frame and for vibration-absorption mega-frame are analyzed by theoretic analysis and test results above two mega-frame seismic responses in elastic and elasplastic phase and earthquake damage form are presented and the influences factor in seismic and vibration-absorption have been put forward.

  • 【文献出处】 大连大学学报 ,Journal of Dalian University , 编辑部邮箱 ,2003年02期
  • 【分类号】TU973
  • 【被引频次】33
  • 【下载频次】276
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