| 某平面回字形高层框架结构的抗震性能分析 |
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| 引用本文： | 林宝新,张瑞. 某平面回字形高层框架结构的抗震性能分析[J]. 安徽建筑工业学院学报, 2014, 0(2): 13-18 |
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| 作者姓名： | 林宝新 张瑞 |
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| 作者单位： | 安徽建筑大学土木工程学院;安徽建筑大学建筑设计研究院; |
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| 摘 要： | 以合肥某平面回字形高层框架结构为例,通过对该结构在多遇地震下的弹性计算和罕遇地震下的弹塑性分析,结合对开洞层的楼板应力分析,检验其抗震性能.分析结果表明,该回字形结构整体协调能力较强,可供同类工程参考.
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| 关 键 词： | 回字形平面 框架结构 楼板局部不连续 弹塑性分析 楼板应力云图 |
Seismic performance analysis of high-rise frame structure with rectangular-ambulatory-plane |
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| LIN Bao-xin,ZHANG Rui. Seismic performance analysis of high-rise frame structure with rectangular-ambulatory-plane[J]. Journal of Anhui Institute of Architecture(Natural Science), 2014, 0(2): 13-18 |
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| Authors: | LIN Bao-xin ZHANG Rui |
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| Affiliation: | 1. School of Civil Engineering,Anhui Jian Zhu University, Hefei, 230022,China; 2. Architectural Design and Research Institute,Anhui Jian Zhu University, Hefei, 230022,China) |
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| Abstract: | In this paper, a rectangular-ambulatory-plane high-rise frame structure of Hefei was taken for example to test its seismic behavior by elastic calculation under frequently occurred earthquake action and elastic-plastic analysis under rare earthquake, and stress analysis of openings layer＇s floor. The results shows that the rectangular-ambulatory-plane structure has a strong ability in whole coordination, which can provide reference for similar projects. |
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| Keywords: | rectangular-ambulatory-plane frame structure partial discontinuous floor elastic-plasticanalysis floor stress nephogram |
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