前湖迎宾馆剧院楼座结构设计  

The Gallery Structure Design of Qianhu Hotel Theater

作　　者：谭奇峰[1] 

机构地区：[1]上海市政工程设计研究总院(集团)有限公司,上海200092

出　　处：《城市建筑》2013年第12期61-61,共1页Urbanism and Architecture

摘　　要：本文针对剧院大悬挑看台,分析比较了几种结构设计方案的利弊,对预应力型钢方案进行了详细的计算。并结合多种计算软件的验证,对该类结构设计存在的几个主要问题进行了详细阐述。In this ＇article, the author aims at the large cantile- vered grandstand of theater, analysis and comparison of the pros and cons of several structural design schemes, and makes a detailed calculation of prestressed steel scheme. Then the author combines with the validation of several computing soft- ware, and elaborates several major issues of the structural des- ign in detail.

关 键 词：剧院看台 大悬挑 配重墙 

分 类 号：TU318[建筑科学—结构工程]