Direct numerical simulation of dynamic response of bridges subjected to vehicular loads

Author:

Dang Viet HungORCID,Ha Manh Hung

Funder

Newton Fund/British Council Institutional Links program

Publisher

Springer Science and Business Media LLC

Subject

Electrical and Electronic Engineering,Control and Optimization,Mechanical Engineering,Modelling and Simulation,Civil and Structural Engineering,Control and Systems Engineering

Reference26 articles.

1. Willis R (1849) Appendix to the report of the commissioners appointed to inquire Into the application of iron to railway structures. H. M. Stationary Office, London

2. Stokes GG (1849) Discussion of a differential equation relating to the breaking of railway bridges. Printed at the Pitt Press by John W. Parker, London

3. Timoshenko SP (1922) CV. on the forced vibrations of bridges. Lond Edinb Dubl Philos Mag 43(257):1018–1019

4. Frỳba L (2013) Vibration of solids and structures under moving loads, vol 1. Springer, Berlin

5. Mamandi A, Kargarnovin MH, Farsi S (2010) An investigation on effects of traveling mass with variable velocity on nonlinear dynamic response of an inclined beam with different boundary conditions. Int J Mech Sci 52(12):1694–1708

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