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鄭州奧體中心體育場車輻式索承網(wǎng)格結(jié)構(gòu)分析
楊素欽1,張恒業(yè)2,方運強1,蘇恒1,丁崇1
摘 要

(1 鄭州地產(chǎn)集團(tuán)有限公司, 鄭州 450001; 2 中國建筑西南設(shè)計研究院有限公司, 成都 610042)

[摘要]鄭州奧體中心體育場罩棚采用車輻式索承網(wǎng)格結(jié)構(gòu),此結(jié)構(gòu)在國內(nèi)屬于新型空間鋼結(jié)構(gòu)體系。采用MIDAS Gen,ANSYS軟件對結(jié)構(gòu)體系的靜力性能進(jìn)行分析,在此基礎(chǔ)上,通過結(jié)構(gòu)參數(shù)化分析,對結(jié)構(gòu)體系進(jìn)行了優(yōu)化。采用反應(yīng)譜及時程分析法對結(jié)構(gòu)開展抗震性能研究,并進(jìn)行了風(fēng)洞試驗研究及風(fēng)振響應(yīng)分析; 在對結(jié)構(gòu)進(jìn)行線性及雙非線性穩(wěn)定性分析及抗連續(xù)倒塌分析研究的基礎(chǔ)上,進(jìn)一步開展全過程施工模擬分析。研究結(jié)果表明,車輻式索承網(wǎng)格結(jié)構(gòu)具有良好的靜動力性能,在結(jié)構(gòu)跨度、懸挑長度、下部凈空高度等方面具有較大優(yōu)勢,適合在大跨度、大懸挑建筑中應(yīng)用和推廣。

[關(guān)鍵詞]鄭州奧體中心體育場; 車輻式索承網(wǎng)格結(jié)構(gòu); 參數(shù)分析; 波普響應(yīng); 時程分析; 施工模擬分析

中圖分類號:TU318,TU393-3文獻(xiàn)標(biāo)識碼:A文章編號:1002-848X(2020)21-0031-07

 

Analysis of spoke-typed cable-supported grid structure roof of Zhengzhou Olympic Sports Center Stadium

YANG Suqin1, ZHANG Hengye2, FANG Yunqiang1, SU Heng1, DING Chong1

(1 Zhengzhou Real Estate Group Co., Ltd., Zhengzhou 450001, China; 2 China Southwest Architectural Design and Research Institute Co., Ltd., Chengdu 610042, China)

Abstract:The canopy of Zhengzhou Olympic Sports Center Stadium adopts the spoke-typed cable-supported grid structure, and it belongs to the new spatial steel structural system in China. MIDAS Gen and ANSYS software were used to analyze the static performance of the structural system, and on this basis, the structural system was optimized through structural parameter analysis. The response spectrum and time-history analysis methods were used to carry out the research on the seismic performance of the structure, and the wind tunnel test research and the wind-induced response analysis were carried out; on the basis of the linear and bi-nonlinear stability analysis and the anti-progressive collapse analysis of the structure, further carrying out the whole process of construction simulation analysis. The research results show that the spoke-typed cable-supported grid structure has good static and dynamic performance, and has great advantages in structural span, cantilever length, and lower headroom height, so it is suitable for application and promotion in large-span and large-cantilever buildings.

Keywords:Zhengzhou Olympic Sports Center Stadium; spoke-typed cable-supported grid structure; parameter analysis; pop response; time-history analysis; construction simulation analysis

 

作者簡介:楊素欽,碩士,高級工程師,Email:13633715334@126.com。

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