Based on the continuum approach, a second order analysis of wall-frame structure is presented in this paper.
本文采用连续化方法对框-剪结构进行二阶分析。
A model for simplified second order analysis of the double resistance to lateral force system is built on the basis to transform second order effect into negative stiffness.
为简化双重抗侧力体系二阶分析，将结构的二阶效应转化为结构的负刚度，从而建立分析模型。
The influences of bending-torsional - coupled on the cooperative, the second order analysis, the dynamic property and the overall stability of skew buildings are analyzed through typical examples.
通过计算实例分析了弯扭耦联对斜交建筑结构协同、二阶效应、动力特性和整体稳定的影响。
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