| 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].安徽建筑大学学报,2014,22(2):13-18 |
| 某平面回字形高层框架结构的抗震性能分析 |
| Seismic performance analysis of high-rise frame structure with rectangular-ambulatory-plane |
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| DOI：10.11921/j.issn.2095-8382.20140203 |
| 中文关键词: 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 |
| 英文关键词: rectangular-ambulatory-plane frame structure partial discontinuous floor elastic-plastic analysis floor stress nephogram |
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| 中文摘要: |
| 本文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。 |
| 英文摘要: |
| 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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