论文部分内容阅读
一、前言 刚性桩台的计算方法,目前应用最多的是基于变位法之上的弹性中心法。一般变位法解算桩台结构的基本计算图式是将座标基准点(原点)置于桩台的边端(左端或右端的第一根桩),建立变位法法方程式,然后解算该法方程式组,求取桩台的变位,进而求得桩力。变位法的特点是座标系统简单,分析层次分明,解算步骤清晰,但需解算线
I. INTRODUCTION The calculation method of rigid pile table is currently based on the elastic center method based on displacement method. General displacement method The basic calculation method for calculating the structure of the pile table is to set the coordinate reference point (origin) at the end (the first pile on the left or right) of the pile table and establish the equation of displacement law, then solve Calculate the law of equations, seeking pile station displacement, and then find the pile capacity. Displacement method is characterized by a simple coordinate system, analysis of structured, clear steps, but need to solve the line