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上海浦東機(jī)場(chǎng)二期航站樓鋼屋蓋結(jié)構(gòu)穩(wěn)定性分析
徐春麗1 羅永峰1 周 健2
摘 要

(1 同濟(jì)大學(xué) 上海 200092;2 華東建筑設(shè)計(jì)研究院 上海 200002)
【提要】 上海浦東機(jī)場(chǎng)T2航站樓為一大跨空間鋼結(jié)構(gòu),該結(jié)構(gòu)體系復(fù)雜、規(guī)模大、構(gòu)件形式新穎奇異、節(jié)點(diǎn)連接方式獨(dú)特,理論分析、設(shè)計(jì)計(jì)算和連接構(gòu)造難度均較大。對(duì)該結(jié)構(gòu)體系的整體穩(wěn)定性態(tài)進(jìn)行了深入的分析,獲得了該大跨結(jié)構(gòu)在不同工況下的非線性整體穩(wěn)定性態(tài)、失穩(wěn)特征和穩(wěn)定極限承載力,為該工程優(yōu)化設(shè)計(jì)提供合理建議和可靠的設(shè)計(jì)驗(yàn)算數(shù)據(jù),為類(lèi)似大跨空間鋼結(jié)構(gòu)非線性分析提供了參考。
【關(guān)鍵詞】 大跨空間鋼結(jié)構(gòu) 非線性整體穩(wěn)定 失穩(wěn)特征 極限承載力

Stability Analysis of Steel Roof Structure of Shanghai Pudong Airport Terminal/Xu Chunli1,Luo Yongfeng1,Zhou Jian2(1 Tongji Univ.,Shanghai 200092,China; 2 East China Institute of Architectural Design and Research,Shanghai 200002)
Abstract:Shanghai Pudong airport T2 terminal is a large span spatial steel structure with complicated structure system,large scale,novel component shape and unique joint fashion. It is quite difficult in theoretical analysis,design and joint connection. The overall stability behavior of the structure system is analyzed. The nonlinear overall stability behavior,instability character and stability loadbearing capacity of the large span structure under different load cases are obtained. Reliable data for the optimal design of this structure are calculated. Reasonable suggestions are proposed. It is valuable for the nonlinear ana
lysis for similar large span spatial steel structures.
Keywords:large span spatial steel structure; nonlinear overall stability; instability character; loadbearing capacity

*“浦東國(guó)際機(jī)場(chǎng)二期工程航站樓鋼屋蓋結(jié)構(gòu)研究”資助項(xiàng)目。

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