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（機(jī)械工業(yè)第六設(shè)計(jì)研究院有限公司， 鄭州 450000）

［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。 

［關(guān)鍵詞］輪輻式張弦梁； 體育館； 性能設(shè)計(jì)； 非線性分析

中圖分類號(hào)： TU393.3 文獻(xiàn)標(biāo)識(shí)碼： A文章編號(hào)：  1002-848X(2016)S1-0465-05

Design of Anyang Gymnasium building structure

Gao Feng， Li Hulin， Li Yamin， Wu Fang

(NO.6 Institute of Project Planning & Research of Machinery Industry, Zhengzhou 450000, China)

Abstract: The main structure of Anyang Gymnasium is concrete frame-shear wall structure, and the roof structure is spike type beam string. According to the layout of the building space, the reasonable force system of structure is determined. The roof structure using 3D3S was analyzed, as calculating and analyzing the lower structure using SATWE, and analyzing the whole structure using MIDAS/Gen.

Keywords: spoke type beam string; gymnasium; seismic design of structure; nonlinear analysis

作者簡(jiǎn)介： 高峰，一級(jí)注冊(cè)結(jié)構(gòu)工程師，Email：322292@qq.com。