| 林宝新,许加义,李跃.某高层剪力墙带框支部分静力弹性和弹塑性分析[J].安徽建筑大学学报,2015,23(3):6-12 |
| 某高层剪力墙带框支部分静力弹性和弹塑性分析 |
| Elastic and Elastic-plastic Analysisof a High-rise Structure with Frame-supported Shear Wall |
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| DOI：10.11921/j.issn.2095-8382.20150302 |
| 中文关键词: 框支剪力墙 转换梁 有限元分析 静力弹塑性分析 |
| 英文关键词: frame-supported shear wall transfer beam finite element analysis elastic-plastic analysis. |
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| 中文摘要: |
| 以某带转换层的高层剪力墙单体为例，进行多遇地震下的弹性计算和罕遇地震下的弹塑性分析，并对框支剪力墙部分在竖向恒荷载和水平地震作用下的受力进行分析以及转换层易破坏处进行探讨，检验其抗震性能。结果表明，结构整体和转换构件具有较好的承载和变形能力，能够达到期望的性能指标，研究成果可供同类工程参考。 |
| 英文摘要: |
| aking a tall shear wall with a transfer story as an example,, we studied the elastic calculationand elastic-plastic analysis under rare earthquake,and discussed the stress analysis of frame-supported shear wall under vertical constant load and horizontal seismic force,and discussing easily damaged areas in the transfer story.The results show that the overall structure and transfer member have good bearing and deformation capacityto achieve desired performance goals, which can be provided a reference for similar projects. |
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