摘要
朝阳体育馆的屋盖结构由两片预应力鞍形索网和中央索拱结构组成。本文介绍这一新颖空间结构的方案、主要构造、静力和动力分析以及模型试验的主要结果。
A new type roof structure composed of two prestressed saddle cable-net and the central cable-arch system is used for the Chaoyang Gymnasium built for the XI Asian Games to be held in Beijing, 1990. The structural configuration and main details of the structure are given in this paper. The main results of theoretical and experimental study on the behavior of the structure are also presented.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
1990年第3期1-9,共9页
Journal of Building Structures
