The articulated joint bent of non-uniform depth is equivalented with bent of uniform depth, and shear force distribution method is work.
2
通过对变截面多跨不等高排架位移条件的分析，导出了此类结构在一般荷载作用下的柱顶剪力及变形计算公式。
Formula for calculating shear and displacement of the top of column in bentuncler general load has been proposed the basis of analysis of displacement conditions ofbent.
3
基于地基系数折减法，提出了全直桩高桩排架的一个计算思路。
Based on the degradation model of subgrade reaction, a new method is proposed for calculation of pile bent with all straight piles.
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