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《Sichuan Building Science》 2013-02
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Static analysis of continuous box girder bridge with corrugated steel webs PC combination bridge based on finite element method

REN Shun1,LI Wenhu2,REN Dalong2(1.College of Civil and Traffic Engineering,Hohai University,Nanjing 210098,China; 2.Changzhou Institute of Technology,Changzhou 213002,China)  
According relying built a Bridge(47 m +52 m +47 m) corrugated steel webs PC combination of multi-span continuous box girder bridge as the background of static mechanical properties of the bridge as a whole,in accordance with the operator after the completion of the bridge in the finite element analysis,validationthe stress of the concrete floor and roof of the upper structure of the bridge-type structure,structural stiffness,crack resistance under the long-term and short-term effects of combination can meet the requirements of the current specification,the results show that the finite element model in a variety of workcombination of conditions,the structure can well meet the requirements.
【CateGory Index】: U448.216
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