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相貫節(jié)點剛度對某單層網(wǎng)殼結(jié)構(gòu)整體穩(wěn)定性的影響
邱國志,趙金城
摘 要
(上海交通大學土木工程系,上海 200030)
[摘要]將回歸得到的X形相貫節(jié)點軸向剛度、平面外彎曲剛度及平面內(nèi)彎曲剛度的計算公式引入管結(jié)構(gòu)分析設計軟件STCAD,對某體育館單層網(wǎng)殼屋蓋結(jié)構(gòu)進行了靜力和整體穩(wěn)定性分析。結(jié)果表明,X形相貫節(jié)點的剛度隨著結(jié)構(gòu)內(nèi)力的增加而降低,節(jié)點的非剛性性能對單層網(wǎng)殼的變形及整體穩(wěn)定性有顯著影響。
[關鍵詞]相貫節(jié)點;節(jié)點剛度;單層網(wǎng)殼;整體穩(wěn)定性
Influence of joint stiffness on stability behavior of a single-layer reticulated shell
Qiu Guozhi, Zhao Jincheng(Department of Civil Engineering, Shanghai Jiaotong University,Shanghai 200030,China)
Abstract:Importing the computational formulas of tubular X-joint stiffness,including axial stiffness,out-of-plane bending stiffness and in-plane bending stiffness,into the design software STCAD for tubular structures,the static analysis and global stability analysis were carried out aiming at a single-layer reticulated shell of a gymnasium with tubular X-joints. The analysis results show that the stiffness of tubular X-joints decreases with the increasing structural loads. The non-rigidity characteristics of tubular X-joints have great effects on deformation and global stability behavior of tubular structures,and should be taken into account in design.
Keywords:tubular joint; joint stiffness; single-layer reticulated shell; global stability
作者簡介:邱國志,博士,一級注冊結(jié)構(gòu)工程師,Email:qiugz@sjtu.edu.cn。
參考文獻
[1]邱國志.圓鋼管相貫節(jié)點剛度及其對結(jié)構(gòu)整體性能的影響[D].上海:上海交通大學,2008.
[2]上海交通大學土木工程系. 上海交通大學體育館屋蓋鋼結(jié)構(gòu)整體性能分析報告[R]. 2006.
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[4]QIU GUOZHI,ZHAO JINCHENG. Parameter analysis and axial stiffness formulae of tubular X-joints when braces are pressed[J]. Journal of Shanghai Jiaotong University (Science), 2009,14(4):410-417.
[5]QIU GUOZHI,ZHAO JINCHENG. Experimental research and parameter analysis on rigidity of unstiffened tubular X-joints[C]//Shanghai:Proceedings of the 12th International Symposium on Tubular Structures (ISTS12),2008:589-596.
[6]邱國志,趙金城. X型圓鋼管相貫節(jié)點剛度試驗研究[J].上海交通大學學報,2008,42(6):966-970.
[7]JGJ61—2003網(wǎng)殼結(jié)構(gòu)技術(shù)規(guī)程[S]. 北京:中國建筑工業(yè)出版社,2003.
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