| 林宝新,张晓.某带中庭转换的高层剪力墙抗震性能分析[J].安徽建筑大学学报,2015,23(): |
| 某带中庭转换的高层剪力墙抗震性能分析 |
| Seismic performance analysis of a high-rise shear wall structurewith transfer storey structure above the hollow |
| 投稿时间：2015-01-16 修订日期：2015-04-06 |
| DOI： |
| 中文关键词: 中庭转换 高层剪力墙 弹塑性分析 抗震措施 |
| 英文关键词: transfer storey structure above the hollow high-rise shear wall structure elastic-plastic analysis seismic measures |
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| 中文摘要: |
| 本文以某带中庭梁式转换的高层剪力墙结构为例,进行多遇地震下、等效设防烈度地震下的弹性分析和罕遇地震下的静力和动力弹塑性分析,并对转换层的楼板应力进行分析,检验其抗震性能。结果表明,该结构具有较大的承载力和较好的延性,各构件能达到预期的抗震性能目标要求。 |
| 英文摘要: |
| Take a high-rise shear wall buliding with transfer storey structure above the hollow as an example, testing the seismic performance through the elastic analysis under the frequent earthquake ,the static dynamic elastic-plastic analysis under the rare earthquake and the stress analysis of transfer storey’s floor. The results shows that the overall structure has large carrying capacity and good deformation ability , each component achieve the desired performance goals.It can be a reference for other similar projects. |
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