结构工程师2012，Vol.28Issue(1)：67-72,6.
某超限高层基于性能的抗震性能研究
Research on Performance-Based Seismic Behavior of a Transfinite Structure
方娇 1孙昌玲1
作者信息
- 1. 合肥工业大学土木与水利工程学院,合肥230009
- 折叠
摘要
Abstract
With the rapid growth of China s economy, the height and complexity of buildings are constantly increasing. Moreover, the height and the complexity of the structure are beyond the Chinese code limits. Analyzing the reliability of a structure beyond the code-specification under earthquake is a meaningful research topic. In this paper, the performance-based seismic design method was used. The results of static analysis and time history analysis under frequent earthquake, elastic design of especially important members and yielding I-dentification analysis under medium earthquake,static pushover analysis under rare earthquake were studied, to guarantee the structure can meet the seismic fortification criterion " no collapsee under rare earthquake, repairable under medium earthquake, no damage under frequent earthquake".关键词
超限结构/小震弹性/中震弹性/中震不屈服/大震弹塑性Key words
structure beyond the code-specification/be elastic under frequent earthquake/be elastic under medium earthquake/not yielding under medium earthquake/be elastic-plastic under rare earthquake引用本文复制引用
方娇,孙昌玲..某超限高层基于性能的抗震性能研究[J].结构工程师,2012,28(1):67-72,6.
