| 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(2):1-6 |
| 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 structure with transfer storey structure above the hollow |
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| DOI：10.11921/j.issn.2095-8382.20150201 |
| 中文关键词: 中庭转换 框支剪力墙 弹塑性分析 抗震性能 |
| 英文关键词: transfer story structure above the hollow frame-supported shear wall elastic-plastic analysis seismic performan |
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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,进行多遇地震下弹性分析和罕遇地震下的弹塑性分析，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，该结构承载力较大，延性较好，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 building with transfer story structure above the hollow as an example, testing the seismic performance through the elastic analysis under the frequent earthquake, the elastic-plastic analysis under the rare earthquake and the stress analysis of transfer story’s floor. The results show that the overall structure has good bearing and deformation capacity, each component achieves the desired performance goals. |
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