论文部分内容阅读
高墩几何非线性和变形的计算，一般是用等效柱端集中压力代替墩柱中的分布压力，并用纽玛克数值解法来计算压弯杆件，作者根据此原理，编制了解算此类问题的程序。
The calculation of geometrical nonlinearity and deformation of high piers is generally based on the assumption that the equivalent pressure at the end of the column instead of the distribution pressure in the piers and the calculation of the pressure and bending bars by the numerical solution of Newark’s law. Problem program.