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蘇州火車站大跨度屋蓋結(jié)構(gòu)設(shè)計(jì)
范 重,彭 翼,趙長(zhǎng)軍,李 麗,胡純煬,譚成冬
摘 要

范  重,彭  翼,趙長(zhǎng)軍,李  麗,胡純煬,譚成冬
(中國(guó)建筑設(shè)計(jì)研究院,北京100044)

[摘要] 大跨度菱形空間桁架是基于建筑造型產(chǎn)生的一種新的桁架形式。本文介紹了蘇州火車站菱形交叉桁架屋蓋結(jié)構(gòu)體系的設(shè)計(jì)要點(diǎn),包括結(jié)構(gòu)體系的布置特點(diǎn)、荷載取值、動(dòng)靜力分析、施工模擬以及防連續(xù)倒塌分析等,分析方法和結(jié)果可供類似結(jié)構(gòu)參考。
[關(guān)鍵詞] 菱形空間桁架;有限元分析;施工模擬;防連續(xù)倒塌

    Design of the Large Span Roof Structure of Suzhou Railway Station
   
Fan Zhong, Peng Yi, Zhao Changjun, Li Li, Hu Chunyang, Tan Chengdong
    ( China Architecture Design and Research Group, Beijing 100044, China)

Abstract: Based on the architectural scheme,a new type of the large-span thombic spatial truss is adopted in the Suzhou Railway Station. The key techniques are presented about the roof structure formed with thombic cross-coupling trusses, including the structural arrangement, load combinations, dynamic and statistic analysis, construction simulation and analysis of preventing sequential collapse, etc. The analytical methods and some conclusions are useful for the similar projects.
Keywords: rhombic spatial truss; construction simulation, preventing sequential collapse analysis

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