计算了单层单跨框架在竖向荷载下弯矩系数和连接刚度系数的函数公式。

The formulas of moment coefficient and connective stiffness coefficient single with the single span-layer frame under vertical loads are presented.

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本文通过对塑性分析方法比较，采用了塑性弯矩系数和荷载系数来表达机构破坏荷载公式。

By comparing the ways of plastic analysis, the plastic moment coefficient and load coefficient are used to illustrate the collapsing load formula of mobile-structure.

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探讨了半刚性连接对框剪结构中剪力墙位移系数、弯矩系数、剪力系数和框架剪力系数等的影响；

The formulas to calculate the mentioned parameter for semi-rigid frame-shear wall structure are deduced by introducing eduivalent area moment of inertia .

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