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桥道系对钢管混凝土拱桥吊杆受力影响的研究
引用本文:周水兴,陈山林.桥道系对钢管混凝土拱桥吊杆受力影响的研究[J].桥梁建设,2007(2):28-31.
作者姓名:周水兴  陈山林
作者单位:1. 重庆大学,重庆,400056;重庆交通大学,重庆,400074
2. 重庆大学,重庆,400056
基金项目:重庆市教委资助项目;西部交通建设科技项目
摘    要:分析现有钢管混凝土拱桥桥道系结构型式对结构受力的影响,在此基础上提出分段连续的桥道系型式,通过理论分析和模型试验,比较吊杆在受力行为上的差异。通过试验模型的实测与有限元计算结果进行验证,并将模型试验中发现的一些问题加以讨论。

关 键 词:钢管混凝土拱桥  桥道系  吊杆  试验
文章编号:1003-4722(2007)02-0028-04
修稿时间:2007-01-11

Study of Influences of Floor Systems on Structural Behavior of Suspenders of Concrete-Filled Steel Tube Arch Bridges
ZHOU Shui-xing,CHEN Shan-lin.Study of Influences of Floor Systems on Structural Behavior of Suspenders of Concrete-Filled Steel Tube Arch Bridges[J].Bridge Construction,2007(2):28-31.
Authors:ZHOU Shui-xing  CHEN Shan-lin
Institution:1. Chongqing University, Chongqing 400056, China; 2, Chongqing Jiaotong University, Chongqing 400074, China
Abstract:This paper analyzes the influences of floor system types of existing concrete-filled steel tube arch bridges on the structural behavior of the bridges.On the basis of analysis,the paper proposes a type of floor system that is to be made continuous by segments and compares the differences of the structural behavior of suspenders of the bridges through theoretic analysis and model tests.The proposed floor system is then verified by measurements of the model tests and finite element calculations,and some of the problems having been found in the tests are also discussed.
Keywords:concrete-filled steel tube arch bridge  floor system  suspender  test
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