高層建筑結(jié)構(gòu)側(cè)移剛度矩陣計算方法的探討
汪夢甫 沈蒲生
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汪夢甫 沈蒲生
（湖南大學(xué)土木系 長沙 410082）[提要] 本文發(fā)展了高層建筑結(jié)構(gòu)側(cè)移剛度矩陣計算的幾種方法，通過算例，對幾種方法的計算誤差、計算機耗時、占用計算機內(nèi)存等進行了討論。
[關(guān)鍵詞] 高層建筑結(jié)構(gòu) 側(cè)移剛度矩陣 結(jié)構(gòu)分析 計算方法In this paper, several mathods of forming the drift stiffness matrix for tall building structures are devel-oped.The calculation error, the computer waste time and the computer cache requirements of different methods to form the stiffness matrix of tall building structures are compared by numerical examples.
Keywords: tall building structure; drift stiffness; matrix; computing method
