结构工程师2012，Vol.28Issue(2)：74-79,6.
某超高层抗震性能化设计及弹塑性时程分析
Performance-Based Seismic Design and Dynamic Elasto-Plastic Analysis of a Super High-Rise Building
孟春光 1陆秀丽 1耿耀明 1金刚1
作者信息
- 1. 同济大学建筑设计研究院(集团)有限公司,上海 200092
- 折叠
摘要
Abstract
The structural height of the north tower of Henghe International Business Hotel and Convention Exhibition Center in Luoyang is 184m. It exceeds limit of technical specification of class B for concrete frame-core wall tall building structures. Since the height exceed the specification limit of the code the performance-based seismic design method was adopted and the dynamic elasto-plastic time history analysis was carried out in order to evaluate the seismic performance. The results show that the structure has effective yielding mechanism under rare earthquakes and can meet the design goals of the seismic performance.关键词
超高层建筑/框架—核心筒/抗震性能设计/弹塑性时程分析/Perform-3DKey words
super high-rise building/frame-core wall structure/performance-based seismic design/dynamic elasto-plastic analysis/Perform-3D引用本文复制引用
孟春光,陆秀丽,耿耀明,金刚..某超高层抗震性能化设计及弹塑性时程分析[J].结构工程师,2012,28(2):74-79,6.
