摘要
武汉电影乐园属于抗震超限项目,其结构布置中存在开洞、斜柱、错层、偏心、大跨等不规则项,设计分析时采用Midas等软件进行中、大震下的弹塑性分析,重点对各性能阶段下的剪力墙、连梁、转换梁、穿层柱等结构关键构件、耗能构件的性能水准状态进行定量分析,可为该类型结构的性能化设计提供参考。
Wuhan opennings, inclined movie paradise behongs to seismic overruns project, for its structural arrangemenl with columns, staggered floors, eccentricity and large span. The elasto-plastic analysis of the design is carried out by using Midas software. The analysis is focused on quantitative evaluation of the shear walls,coupling heams,transfer beams,through-story colunms etc. These analysis results can provide reference for performance-based design of the project and other similar projects.
出处
《结构工程师》
北大核心
2017年第1期101-106,共6页
Structural Engineers
关键词
性能化设计
弹塑性
抗震超限
PUSHOVER
performance-based design, elasto-plastic analysis, seismic overruns design, pushover