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- W2356647722 abstract "Monolithic track bed and continuous welded rail track have been widely used in China urban mass transit viaducts.How to accurately count the effects of rail restraint and the rear structure in seismic response analysis of urban rail transit viaduct is a problem to be solved urgently.This paper analyzes the characteristic of urban mass transit viaducts standard span in China,chooses multi-span simply supported girder bridge and three spans continuous beam bridges to be calculation example to compare some simplified methods considering the effects of rail restraints,proposes an improved method based on spring-mass.The effectiveness of the proposed method is verified by the example." @default.
- W2356647722 created "2016-06-24" @default.
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- W2356647722 date "2014-01-01" @default.
- W2356647722 modified "2023-09-24" @default.
- W2356647722 title "Effects of rail system restraints on seismic responses of mass transit viaducts" @default.
- W2356647722 hasPublicationYear "2014" @default.
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