摘要
以江南大学体育馆工程为例,介绍了其结构布置,从部分杆件的内力、振型及周期支座径向位移等方面对荷载效应下的内力计算进行了对比,得出所采取的施工组织设计方案是成功的,最后对网壳结构的发展趋势进行了展望。
Taking the construction of gymnasium in Jiangnan University, the author introduces its structural arrangement, compares the calculation of internal force under the effect of load from the internal force, mode shape and cycle of partial members and the radial dispersion of pedestal, proposes that the construction management planning scheme used in the project is successful, and finally makes a prospect on the developing tendency of reticulated shell structure.
出处
《山西建筑》
2006年第20期73-74,共2页
Shanxi Architecture
关键词
网壳结构
空间钢结构
应力比
reticulated shell structure, dimensional steel structure, stress ratio
