FEM analysis on deformation of frame structure of overhead crossing and its compound foundation

Li Sihai

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FEM analysis on deformation of frame structure of overhead crossing and its compound foundation

更新时间：2026-06-25

- FEM analysis on deformation of frame structure of overhead crossing and its compound foundation
- Vol. 21, Issue 2, (2000)
- 作者机构：
  
  厦门市政建设指挥部,福建,厦门,361012
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU454
- Online First：12 December 2016，
  
  Published：2000
- 稿件说明：
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Li Sihai. FEM analysis on deformation of frame structure of overhead crossing and its compound foundation[J]. 2000, 21(2).
DOI：

Li Sihai. FEM analysis on deformation of frame structure of overhead crossing and its compound foundation[J]. 2000, 21(2). DOI：

摘要

厦门市仙岳路大型顶进框架立交桥工程具有一些特点。为了评判该立交桥上部结构与桩 - 土复合地基的稳定状态

同时为今后此类型顶进框架立交桥的设计与施工提供更多的理论依据

对该立交桥的框架结构与桩 - 土复合地基的承载变形进行了平面有限元分析

取得了相应的认识。

Abstract

The project of large frame overhead cross constructed by jacking method in Xianyue Road

Xiamen City has some unique characteristics. In order to evaluate the stability of the upper structure of the cross and the pillar-soil compound foundation

and provide more theoretical bases for design and construction of this type of jacking frame overhead cross in future

the 2D FEM analyses for bearing-deformation of the frame structure of the cross and the pillar-soil compound foundation are carried out

and some relevant conclusions are obtained.

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