摘要
对柔性支承体系,利用线性近似计算方法和大型通用有限元软件分别对其求解,将其结果进行比较分析,并探讨了该近似计算方法的可行性。
To the flexible supporting system, using the linear approximation computational method and the large-scale general finite element software to solve, then carry on the results to compare, and discusse the feasibility of the approximate calculation method.
出处
《福建建材》
2009年第1期9-11,共3页
Fujian Building Materials
关键词
点支式玻璃幕墙
悬索体系
桁架
索桁架
预应力
glass architecture with point supported system
suspended system
truss,cable truss, initial stress
