摘要
介绍了广州新机场主航站楼点支式玻璃幕墙结构设计和幕墙结构体系与主体结构的关系。基于静力分析的结果提出了合理的构造措施。论述了自平衡索桁架这一新的结构型式 ,对其进行了结构试验验证。另外 。
The article introduces the structural design of spider fitting glass curtain wall of the Guangzhou new airport and static analysis of the glass curtain wall systems and the main structures,and puts forward the rational structure measures.The new structural form of self balanced cable truss is tesed through structural experiments.Besides,the reasonable wind vibration coefficient has been obtained by the analysis of wind vibration responses.
出处
《建筑结构》
CSCD
北大核心
2003年第11期67-69,72,共4页
Building Structure
