- 摘 要
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包世華 （清華大學 北京 100084）劇錦三 （內(nèi)蒙古工學院呼和浩特 010062）張億果 （清華大學）
[提要] 對考慮樓板變形的變截面框-剪結(jié)構(gòu)的二階分析問題建立了一個分段連續(xù)化的串并聯(lián)模型，導出其二階分析的微分方程組，用常微分方程求解器求解。討論了影響二階效應的一些因素。
[關(guān)鍵詞] 高層建筑結(jié)構(gòu) 二階分析 樓板變形A continuous parallel model is taken as the computational model for the second-order analysis of tall frame-shear wall structures with varied sections, considering the floor slab deformation by use of the piecewise technique. The second-order analysis differential equations for the model are then derived. Morever, the second-order displacements and internal forces are determined numerically by means of the ODE (Ordinary Differential Equation) solver, which is a program developed for solving various ODEs. Lastly, the factors that influence the second-order effects are discussed.
Keywords: tall building structure; second-order analysis; floor slab deformation
