摘要
本文对深基坑挡土支护结构为单锚支护系统,下端分别为铰支、固支时,在各种荷载综合作用下所受的力进行分析。提出了计算模型和计算方法,给出了计算公式。
With retaining support structure in deep base pits as singly anchored support system,respectively articulated and fixed supports at lower ends, this paper analyses stresses undercomprehensive actions from various loads. The paper sets forth calculating method, modeland formula.
出处
《大连大学学报》
1995年第4期545-551,共7页
Journal of Dalian University
关键词
挡土支护结构
相当梁
retaining support structure
commensurate beams