Geometric nonlinear analysis of the rib-hoisting for long-span CFST arch bridge

被引：0
|
作者：
Li, Shun-Guo [1 ]
Qu, Wei-Lian [1 ]
Lu, Zhe-An [1 ]
机构：
[1] Wuhan Univ Technol, Coll Civil Engn & Architecture, Wuhan 430070, Peoples R China
来源：
ADVANCES IN STRUCTURAL ENGINEERING:THEORY AND APPLICATIONS VOLS 1 AND 2 | 2006年
关键词：
CFST arch bridge; rib-hoisting; geometric nonlinear static analysis; construction control;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper is concentrated on the geometric nonlinear static analysis of the rib-hoisting for concrete filled steel tubular (CFST) long-span arch bridges. Applying the Updated Lagrangian Formulation (U. L. Formulation) a geometric nonlinear static finite element analysis program of cables, bars and beams is presented. Based on the progressive algorithm, the program of the finite element considering geometric nonlinear condition has been made to analyze the construction process of rib-hoisting for Nannidu Arch Bridge, which lies in Enshi city, Hubei province. The calculated value considering the nonlinear effect is very close to the measured value.
引用
收藏
页码：2058 / 2063
页数：6
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