Performance assessment of a precast-concrete, buried, small arch bridge

被引:11
|
作者
Zoghi, Manoochehr [1 ]
Farhey, Daniel N. [1 ]
机构
[1] Univ Dayton, Dayton, OH 45469 USA
关键词
Bridges; arch; Buried structures; Concrete; precast; Experimentation; Finite element method; Soil-structure interaction; Structural analysis;
D O I
10.1061/(ASCE)0887-3828(2006)20:3(244)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Experimental field load-test and finite-element analysis were carried out for the performance assessment of a precast-concrete, modular, three-sided, low-profile, buried, arch bridge system. Finite-element analysis incorporated soil modeling and soil-structure interaction at service and limit load levels. The analytical study simulates step-by-step incremental phases of construction and service loads. The finite-element model was calibrated based on the experimental field assessment, to provide a better correlation between the analytically predicted behavior and the actual response of the structure. The study validates the incorporation of various soil models and soil-structure interaction characteristics, to allow a more cost-effective bridge design.
引用
收藏
页码:244 / 252
页数:9
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