首页 | 本学科首页   官方微博 | 高级检索  
     

板梁桥在特种车辆荷载作用下的结构检测与评估
引用本文:杜丙金,张启伟. 板梁桥在特种车辆荷载作用下的结构检测与评估[J]. 浙江交通职业技术学院学报, 2007, 8(2): 12-14
作者姓名:杜丙金  张启伟
作者单位:1. 临海市公路管理段,浙江,临海,317000
2. 同济大学桥梁工程系,上海市,200092
摘    要:通过对桥梁在特种车辆荷载作用下的结构响应监测和理论计算分析,发现特载对该板梁桥造成的主要损害是削弱了板梁间的联结强度。最后按照相关规范对该桥在经历特种荷载后的技术状况进行了评定。

关 键 词:板梁桥  特种荷载  检测  评估
文章编号:1671-234X(2007)02-0012-03
修稿时间:2007-04-03

Structural Monitoring and Assessment of Slab Bridge under Overloads
Du Bing-jin,Zhang Qi-wei. Structural Monitoring and Assessment of Slab Bridge under Overloads[J]. Journal of Zhejiang Vocational and Technical Institute of Transportation, 2007, 8(2): 12-14
Authors:Du Bing-jin  Zhang Qi-wei
Affiliation:1. Highway Achninistration Office, Zhejiang Province 317000, China; 2. Deptment of Bridge Engineering, Tongji University, Shanghai 200092, China
Abstract:The effects of traffic overloads on the reinforced concrete slab bridge is studied in this paper.The structural responses including stresses and deflections are monitored as the particular vehicle passing the bridge.Also,the structural responses are calculated by theoretical analysis.By comparing the measured and analyzed responses,it is found that the linking strength between slabs is decreased under overloads.The bridge condition after the passing of the particular vehicle is rated according related specification.
Keywords:Slab bridge  Particular vehicle  Monitoring  Assessment
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号