| 杨淑斌,程晓杰.某带高位转换框支剪力墙结构抗震性能分析[J].安徽建筑大学学报,2015,23(6):11-15 |
| 某带高位转换框支剪力墙结构抗震性能分析 |
| Analysis on Seismic Performance of Frame-Supported Shear Wall Structure with High-Level Transfer |
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| DOI：10.11921/j.issn.2095-8382.20150603 |
| 中文关键词: 高位转换 框支剪力墙 静力弹塑性分析 性能点 |
| 英文关键词: high-level transfer frame-supported shear wall structure static elastic plastic analysis performance point |
| 基金项目:住房城乡建设部科学技术计划项目（K2012403） |
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| 中文摘要: |
| 本文针对某带有高位转换框支剪力墙高层建筑工程，建立SATWE和Midas Building两种不同的力学模型对结构进行整体分析计算。通过Midas Building补充罕遇地震下的静力弹塑性分析研究结构抗震性能，并据此提出该框支剪力墙结构满足规范和抗震性能目标的解决措施，保证结构安全可靠，可供今后此类结构抗震设计时参考。 |
| 英文摘要: |
| In this paper, a high - level conversion frame shear wall high-rise building engineering, the structure was calculated by SATWE and Building Midas two different mechanical models.. The seismic behavior of the structure is studied by using the Building Midas to meet the static elastic-plastic analysis of rare earthquake. Based on this, the specifications of frame-supported shear wall structure together with the solutions of seismic performance objectives are put forward in order to ensure the safety as well as reliability of structure, which is able to provide references for the seismic design of similar structure in the future. |
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