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参照拱坝计算的试载法的概念,将整体折线型重力坝划分为水平及垂直正交梁系,根据其共轭点“径向”变位连续条件,确定了水平及垂直梁系的荷裁分配。编制了适用于DJS—21型电子计算机程序。为工程计算提供了较简单实用的方法。
Referring to the concept of trial load calculation method for arch dams, the entire polyline gravity dam is divided into horizontal and vertical orthogonal beam systems. According to the continuation condition of “radial” displacement of its conjugate point, the loads of horizontal and vertical beam systems are determined. Distribution. DJS-21 computer program has been compiled. Provides a simpler and more practical method for engineering calculations.