摘要
针对某省会文化艺术中心多功能厅的结构设计进行了探讨,采用有限元软件PKPM和ETABS对整体进行了多模型的对比分析,对结构重要部位补充进行了中震弹性计算分析,并根据分析结果,在性能设计上提高了该结构体系重要部位的抗震能力,以确保结构的良好抗震性能。
The paper explores the structural design for the multi-function rooms of cultural and artistic centers of capitals of provinces,undertakes the comparative analysis of many models generally by adopting the finite element software,PKPM and ETABS,has the intermediate earthquake elastic calculation and analysis of the supplement of the important parts of the structures,and indicates the anti-seismic capacity of the important parts of the structural system is improved greatly in the aspect of the performance design according to the analysis results,so as to ensure the anti-seismic performance of the structures.
出处
《山西建筑》
2013年第8期20-21,共2页
Shanxi Architecture
关键词
多功能厅
钢筋混凝土
基于性能的抗震分析
multi-function room
reinforced concrete
anti-seismic analysis based on performance