地震作用下高层框架结构层剪力近似计算

An Approximate Calculation of the Shearing Stress of the Storey in a High Building Frame Structure under the Applied Force of an Earthequake

本文遵照建筑抗震结构设计规范，采用进一步的假定，得到计算简图，推导出地震作用等代荷载计算公式及修正系数，从而计算出框架结构的层剪力，并通过工程实例进行检验。

According to the design standard of constructing the antiseimic structure, the further hypothese were made, the simple diagrams were obtained,and the substitution load of the applied force of an earth quake calculating formula and modification coefficient were deduced. Thus the shearing stress of the storey of frame structure were cafe ulated and tested by engineering example.