| 耗能支撑钢筋砼框架结构的工程应用 |
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| 引用本文： | 刘伟庆,王曙光.耗能支撑钢筋砼框架结构的工程应用[J].振动工程学报,1999,12(2):267-272. |
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| 作者姓名： | 刘伟庆 王曙光 |
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| 作者单位： | 南京建筑工程学院土木系，东南大学土木学院，江苏新沂市建筑设计院，中国建筑科学研究院抗震所 |
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| 摘 要： | 采用耗能支撑钢筋混凝土框架结构设计了地处地震高烈度区的江苏新沂市某商业楼。文中阐述了该工程所采用的抗震设计方法，对所研制的新型复合耗能器进行了非线性有限元分析，简述了结构设计与施工中的一些技术问题的处理。
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| 关 键 词： | 能量消耗 复合耗能器 支撑 框架 弹塑性 有限元 时程分析 |
Application of Reinforced Concrete Frame with Energy Dissipation Braces |
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| Liu,Weiqing.Application of Reinforced Concrete Frame with Energy Dissipation Braces[J].Journal of Vibration Engineering,1999,12(2):267-272. |
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| Authors: | Liu Weiqing |
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| Abstract: | Energy dissipation braced frames are used to design a commercial mid tall building which located at strong earthquake zone in the Xingyi City, Jiangsu Province. In this paper, the aseismic design method and some technical problems concerning frame joint and erection of energy dissipation braces are studied. The non linear finite element analysis is conducted to the new combined energy dissipation devices. |
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| Keywords: | energy dissipation energy dissipation device bracing frame elastoplasticity finite elements time history dynamic analysis |
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