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- W973443144 abstract "A new type of arch bridges- - arch bridges erected on the jointed foundations of sloping elastic foundation beams and double arch legs instead of abutments is proposed.They are the alternative structures of conventional arch bridges using massive abutments erected on high bearing capacity ground to resist horizontal arch ring action and lateral earth pressure loading due to lateral displacement of embankment.The structural features of the proposed arch bridges are introduced.Based on FEM, sub-stmcttairg, and linear WINKLER subgrade hypothesis, the mechanical model of subsoil-superstructure interaction of the proposed arch bridges is dismissed, the variation of the internal force of arch ring due to elastic subgrade defoimation is also explored with an numerical example. It is also demonstrated that the proposed arch bridges having the features of proper structure, brevity shape and fitting for wide-ranging subgrade environments in comparison to arch bridges with massive abutments." @default.
- W973443144 created "2016-06-24" @default.
- W973443144 creator A5091640104 @default.
- W973443144 date "2007-01-01" @default.
- W973443144 modified "2023-09-26" @default.
- W973443144 title "Analysis and Design of Arch Bridges Erected on Jointed Foundations of Sloping Elastic Foundation Beams and Double Arch Legs" @default.
- W973443144 hasPublicationYear "2007" @default.
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