王文涛. 高层建筑结构的自由振动分析[J]. 工程力学, 1988, 5(3): 45-49.
引用本文: 王文涛. 高层建筑结构的自由振动分析[J]. 工程力学, 1988, 5(3): 45-49.
Wang Wentao. ANALYSIS OF FREE VIBRATION FOR TALL BUILDING STRUCTURE[J]. Engineering Mechanics, 1988, 5(3): 45-49.
Citation: Wang Wentao. ANALYSIS OF FREE VIBRATION FOR TALL BUILDING STRUCTURE[J]. Engineering Mechanics, 1988, 5(3): 45-49.

高层建筑结构的自由振动分析

ANALYSIS OF FREE VIBRATION FOR TALL BUILDING STRUCTURE

  • 摘要: 本文应用传递矩阵的概念与矩阵乘幂的简化技术推导了具有相同楼层结构的高层建筑结构自由振动的闭合解;对于各层结构不同的高层建筑、应用结构摄动理论取得了结构自振频率的修正计算公式。它们应用于结构动力分析计算中,十分简洁,又不失准确。

     

    Abstract: In this paper,the concept of transfer matrix and altenate computation scheme of matrix power product is used to analyze free vibration of struct-ures for tall buildings.The structure is composed of identically constructed Story units,and closed form solutions are deriveld.For different story uni-ts of structure,the theory of structural perturbations is used.The correct calculation formulation of free vibration frequency is obtained.The method is very simple and has batter calculation precision,which can be applied to computation frequency and normal modes of structure. Finally,numeric-al example is made as such.

     

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