| 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(): |
| 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 transfer floor |
| 投稿时间：2015-07-09 修订日期：2015-12-07 |
| DOI： |
| 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 transfer floor frame-supported shear wall structure nonlinear static 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的框支剪力墙高层建筑实际工程，建立SATWE和Midas Building两种不同的力学模型对结构进行整体分析对比计算，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，可供今后此类结构的抗震设计时参考。 |
| 英文摘要: |
| Based on a project of a high-rise building of frame-supported shear wall structure with high transfer floor, two different mechanical models are established by SATWE and Midas Building to analyses the overall structure to ensure safety and conform to relevant regulations. The seismic performance of the structure under rare earthquake is obtained by conducting nonlinear static analysis to the structure under rare earthquake by Midas Building, then some |
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