摘要
本文结合工程实例,介绍在超限高层设计中,对高度及高宽比超限在设计中应注意的要点,采用PKPM PMSAP MIDAS BUILDING对结构抗震进行对比分析,同时采用EPDA进行结构的静力弹塑性分析,了解结构的薄弱位置,判定结构在地震作用下能否达到预期的性能目标。希望对同类工程具有一定的参考价值和指导意义。
This paper presents the keypeims for the structural design of super high -rise. Seismic analysis are conducted to evaluate to structural behavior of the building by using PKPM, PMSP and MIDAS BUILDING.. Pushover analysis judge the weak parts of the structure by EPDA. Determination of the structure under earthquake action can achieve the desired performance goals. And the experience from the project has the certain reference value and significance in the engineering analysis.
出处
《福建建筑》
2013年第11期78-81,77,共5页
Fujian Architecture & Construction
关键词
超限高层
超高结构
高宽比
静力弹塑性分析
High - rise
Residential
Buildings
Super high rise buildings
Depth - thickness ratio
Pushover analysis