古滇王国大剧院超限结构抗震设计与基础设计  

Seismic and Foundation Design of the Overrun Grand Theatre of the Ancient Kingdom of Dian

作　　者：王建峰[1] 陈露[1] 陆燕[1] 

机构地区：[1]同济大学建筑设计研究院(集团)有限公司,上海200092

出　　处：《结构工程师》2016年第2期1-8,共8页Structural Engineers

摘　　要：主要介绍了古滇王国大剧院的结构布置、上部结构分析、基础分析及设计等内容。根据规范采用三水准设防、两阶段设计方法,对结构整体进行了分析计算。小震分析结果表明,主体结构能够满足规范规定的各个指标。弹塑性分析结果表明,结构整体具备较好的承载和变形能力,能够满足中震可修及大震不倒的性能目标。针对深台仓,介绍了设计所采取的方法及措施。该设计方法及结果可供类似工程参考。This paper presents the contents of structural layout, structural analysis, foundation analysis and design of the Grand Theatre of the Ancient Kingdom of Dian. According to Code for seismic design of buildings, the three level fortification criterion and two stage design method are adopted to analyze the structure. Results show that the structure is able to meet all the demand of code during small earthquakes. Elastic-plastic analysis show that the structure has good hearing and deformation ability, and is able to reach the aims of restoration under medium earthquake and no collapse under strong earthquake. Based on the deep stage warehouse, design methods and measures are introduced. The design method and conclusions provided in this paper can be used as references for the structural design of similar structural types.

关 键 词：剧院 超限 抗震设计 弹塑性 深台仓 

分 类 号：TU352.11[建筑科学—结构工程]