Static experimental analysis of a three-span continuous rigid bridge

Journal of Chongqing Jiaotong University(Natural Science) ›› 2006, Vol. 25 ›› Issue (3): 13-17.

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Static experimental analysis of a three-span continuous rigid bridge

ZHOU Bing， SHI Shang-wei

Structural Engineering Lab，Chongqing Jiaotong University，Chong qing 400074，China

Received:2005-04-18 Revised:2015-05-18 Online:2006-06-15 Published:2015-05-18

三跨连续刚构桥静力试验分析

周兵，施尚伟

重庆交通学院结构工程实验室，重庆 400074

作者简介:周兵(1968-)，男，重庆市人，工程师，从事桥梁工程实验教学、工程检测及科研工作．

Abstract

Abstract: In the paper a three-span continuous rigid bridge in Leshan city had been tested about its stresses，deflection and cracks under experimental loads，and the structural rigidity，material strengths and anti-crack perIormanes analysed to appraise the actual carting capacity of the bridge．The work could provide usdul references for design and construction of the similartype of bridges．

Key words: continuous rigid bridge, static experiment, analysis

摘要： 本文以乐山市某三跨连续刚构桥为例，对结构的应变、挠度和裂缝等参量进行测试，分析结构的刚度、强度和抗裂性能，评定桥梁实际承载能力，达到为同类桥型设计和施工积累资料数据的目的．

关键词: 连续刚构桥, 静力试验, 分析

CLC Number:

U446.1

ZHOU Bing， SHI Shang-wei. Static experimental analysis of a three-span continuous rigid bridge[J]. Journal of Chongqing Jiaotong University(Natural Science), 2006, 25(3): 13-17.

周兵，施尚伟. 三跨连续刚构桥静力试验分析[J]. 重庆交通大学学报（自然科学版）, 2006, 25(3): 13-17.

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Static experimental analysis of a three-span continuous rigid bridge

三跨连续刚构桥静力试验分析

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