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- W2386860779 abstract "In combination with a simply-supported trough girder of 48 m span in railway,and on the basis of three-dimensional finite element software,the holistic special analysis was worked out and the analysis results were obtained,including the transverse-bending distribution regularities of the bridge deck and the end crossbeam under the dead loads and live loads,and including the influences of the bridge characteristic dimensions on the trough girder.Further,in comparison with the simplified design methods at home and abroad,the direct and indirect influence factors on trough girder transverse bending were summarized,and the applicable conditions of the simplified method were defined.Finally,an economical and reasonable principle for transverse flexural design of trough girder was suggested,that is: weaken the bridge deck and strengthen the end crossbeam." @default.
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- W2386860779 date "2012-01-01" @default.
- W2386860779 modified "2023-09-26" @default.
- W2386860779 title "Research on Transverse Flexural Design Method of Simply-Supported Trough Girder in Railway" @default.
- W2386860779 hasPublicationYear "2012" @default.
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