本文選題：輪輻式張弦梁 + 體育館��； 參考：《建筑結(jié)構(gòu)》2016年S1期

【摘要】：安陽(yáng)體育館主體結(jié)構(gòu)采用混凝土框剪結(jié)構(gòu),屋蓋采用輪輻式張弦梁結(jié)構(gòu)。按建筑空間布局,確定合理的結(jié)構(gòu)受力體系。采用3D3S軟件對(duì)屋面結(jié)構(gòu)進(jìn)行非線性分析,采用SATWE對(duì)下部結(jié)構(gòu)進(jìn)行計(jì)算分析,采用MIDAS/Gen軟件進(jìn)行整體分析。
[Abstract]:The main structure of Anyang Gymnasium adopts concrete frame shear structure and the roof structure adopts spoke beam string structure. According to the space layout of the building, the reasonable structural stress system is determined. The nonlinear analysis of roof structure is carried out by using 3D3S software, the substructure is calculated and analyzed by SATWE, and the whole analysis is carried out by Midas / Gen software.
【作者單位】： 機(jī)械工業(yè)第六設(shè)計(jì)研究院有限公司;
【分類號(hào)】：TU375.4
，

本文編號(hào)：2054677