Effectiveness of Skewness on Dynamic Impact Factor of Concrete Multicell Box-Girder Bridges Subjected to Truck Loads

Author:

Mohseni Iman,Khalim A. R.,Nikbakht Ehsan

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Reference39 articles.

1. Timoshenko, S.P.: Vibration in Engineering Work, 3rd edn, pp. 324–69. D. Van Nostrand, Princeton (1967)

2. Willis, R.: Appendix to the Report of the Commissioners Appointed to Inquire into the Application of Iron to Railway, Structures. H.M. Stationary Office, London, UK (1849)

3. Stokes, G.G.: Discussion of a differential equation related to the breaking of railway bridges. Trans. Camb. Philos. Soc. 8, 707–735 (1849)

4. Fryba, L.: Vibration of solids and structures under moving loads. Research Institute of Transport, Prague, Czechoslovakia, Sijhoff & Nordhoff Intl. (1972)

5. Inglis C.E.: A Mathematical Treatise on Vibration in Railway Bridges. Cambridge University Press, Cambridge (1934)

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