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- W580997570 abstract "The flexibility of supports influences the dynamic response of highway bridges. A computer model is presented, simulating the behaviour of a single span bridge on flexible supports and carrying a moving load. The bridge is treated as a prismatic beam. The load and supports are represented by a single axle sprung mass and by linear springs respectively. Normal mode analysis is used to obtain the equations of motion, which are integrated numerically. For practical ranges of parameters describing the bearings, bridge and vehicle, increased response is predicted only for very flexible supports. Surface roughness of the deck and approaches prove to be very important (a)." @default.
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- W580997570 date "1980-01-01" @default.
- W580997570 modified "2023-09-27" @default.
- W580997570 title "Dynamics interaction of bridge bearings, superstructure and loads" @default.
- W580997570 hasPublicationYear "1980" @default.
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