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本文通过对板一柱结构工作原理的分析和对其在竖向荷载下计算模式的回顾，利用工程力学理论，建立了后张预应力平板－柱结构在水平荷载下的合理计算模式和方法，克服了目前等代框架法中在水平荷载下内力计算与位移计算不协调的缺点，并使这种结构在竖向荷载下与水平荷载下的计算得到统一，为合理地进行结构设计提供了依据。
In this paper, through the analysis of the working principle of the plate-column structure and its review of the calculation mode under vertical load, a reasonable calculation model and method for the post-tensioned prestressed flat-column structure under horizontal load are established by using the engineering mechanics theory. It overcomes the shortcomings of the incompatibility between the internal force calculation and the displacement calculation under the horizontal load in the current generation frame method, and makes the structure be unified under the vertical load and the horizontal load, providing a basis for reasonable structural design. .