Damage Assessment of One Prestressed Concrete Bridge after Fire

被引:2
|
作者
Xiang, Kai [1 ]
Wang, Guohui [1 ]
Liu, Huaxin [2 ]
机构
[1] Minist Publ Secur, Tianjin Fire Res Inst, Tianjin 300381, Peoples R China
[2] Liaoning Univ Technol, Sch Civil & Architectural Engn, Jinzhou 121001, Peoples R China
来源
关键词
Bridge; Fire; Prestressed Concrete; Repair;
D O I
10.4028/www.scientific.net/AMM.256-259.2729
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The assessment method of fire-damaged concrete bridge with prestressed hollow core plate girders was presented in this paper. The historical sketch of assessment of fire-damaged concrete structures was briefly introduced. One fire-damaged concrete bridge with prestressed hollow core plate girders was shown as an example. The process of assessment of fire-damaged concrete bridge with prestressed hollow core plate girders was provided. According to the assessment results, methods of repair and strengthening were presented for different fire-damaged level of prestressed hollow core plate girders. The research results could help expand use of fire-damaged assessment and repair of prestressed concrete bridges.
引用
收藏
页码:2729 / +
页数:2
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