摘要
介绍广州歌剧院1800座观众厅两层挑台结构设计过程,通过承载力分析、楼盖振动分析和现场试验分析,讨论挑台结构采用钢骨混凝土悬挑梁的优点。
The 1800-seat Auditorium balcony of Guangzhou Opera House is long cantilever floor system. Its structural design is presented The merits of steel reinforced concrete beam to cantilever balcony is discussed through the load-carrying capacity analysis,floor vibration analysis and field test analysis.
出处
《广东土木与建筑》
2009年第5期6-8,共3页
Guangdong Architecture Civil Engineering
关键词
钢骨混凝土悬挑梁
楼盖振动
承载力
steel reinforced concrete cantilever beam
vibration of floor
load-carrying capacity
