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本文利用稳定函数的概念,分析了梁柱效应对高层框剪结构总侧向刚度的影响,重点说明了建立刚架的总柔度矩阵的过程,分别阐述了正交结构和斜交结构的计算原理和方法。
In this paper, the concept of stability function is used to analyze the effect of beam-column effect on the total lateral stiffness of high-rise frame-shear structures. The process of establishing the total flexibility matrix of rigid frames is described. The calculation of orthogonal structures and skew structures is described separately. Principles and methods.