摘要
千阳剧院为一座容纳900多人的剧院建筑,其两次设计的舞台功能要求不同。通过两次设计对比,在舞台设备荷载增大、舞台周边约束楼板减弱的第二次设计中,采用框架-剪力墙结构体系设计,结合建筑功能合理布置剪力墙,连接薄弱部位采用中震弹性设计,有效解决了设计上的技术难点,取得了良好的建筑使用效果和经济效益,相关设计施工经验可供类似工程参考。
Qianyang Theater is a theater building with more than 900 people.Its stage function requirements of the two designs were different and the two design schemes were compared.Because of stage equipment load increase and less restraint around the stage,frame-shear wall structure was applied for the main structure in the second design.Its technical difficulties were finally effectively solved by rational arrangement of shear wall,and guiding reinforcement design of weak connection according to the results of elastic under medium earthquake.This project achieves good architecture effect and economic benefit.Its relevant design and construction experience can provide reference for the similar engineering.
作者
徐雯
XU Wen(Xi′an Architectural Design and Research Institute Co.,Ltd.,Xi′an 710054,China)
出处
《建筑结构》
CSCD
北大核心
2020年第S01期277-281,共5页
Building Structure
