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斜交網(wǎng)格筒結(jié)構(gòu)二階效應(yīng)及整體穩(wěn)定分析*
呂海霞,滕軍,李祚華
摘 要
(哈爾濱工業(yè)大學深圳研究生院,廣東深圳518055)
 
[摘要]  高層建筑結(jié)構(gòu)的整體穩(wěn)定性是結(jié)構(gòu)設(shè)計的基本要求,斜交網(wǎng)格筒結(jié)構(gòu)體系作為新穎的結(jié)構(gòu)體系越來越多地被用于高層及超高層結(jié)構(gòu)中。通過連續(xù)化方法對斜交網(wǎng)格筒結(jié)構(gòu)體系進行變形分析,給出斜交網(wǎng)格筒結(jié)構(gòu)體系等效抗側(cè)剛度的近似求解方法;對倒三角形水平荷載作用下斜交網(wǎng)格筒結(jié)構(gòu)重力二階效應(yīng)與等效剛重比的關(guān)系進行了研究,得到合理的等效剛重比限值;最后通過體系整體穩(wěn)定分析,給出了高層建筑結(jié)構(gòu)體系的臨界等效剛重比。
[關(guān)鍵詞]  等效抗側(cè)剛度;重力二階效應(yīng);等效剛重比
中圖分類號:TU973+.25      文獻標識碼:A      文章編號:1002-848X(2013)S2-0354-06
作者簡介:呂海霞,博士,Email;haixia_one@126.com。
 
Analysis on gravity second-order effects and the overall stability of diagrid tube structures
Lv Haixia, Teng Jun, Li Zuohua
(Shenzhen Graduate School, Harbin Institute of Technology, Shenzhen 518055, China)
 
Abstract : The overall stability of the high-rise building structure is the basic requirements of structural design, approximate equivalent lateral stiffness of high-rise building structural system in this article was given by deformation analysis; The gravity second-order effects of the high-rise building structure under inverted triangle horizontal lateral loads were researched with the equivalent stiffness-gravity ratio variation and the reasonable values of equivalent stiffness-gravity ratio were gotten; Finally, critical equivalent stiffness-gravity ratio was obtained by analysis about overall stability of the high-rise structures.
Keywords: equivalent lateral stiffness; gravity second-order effects; equivalent stiffness-gravity ratio
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