Analytical solutions for Euler-Bernoulli beam on visco-elastic foundation subjected to moving load-Reference-Cited by-同舟云学术

Analytical solutions for Euler-Bernoulli beam on visco-elastic foundation subjected to moving load

Published:2012-01-23 Issue:8 Volume:37 Page:945-960
ISSN:0363-9061
Container-title:International Journal for Numerical and Analytical Methods in Geomechanics
language:en
Short-container-title:Int. J. Numer. Anal. Meth. Geomech.

Author:

Basu Dipanjan¹,Kameswara Rao N. S. V.²

Affiliation:

1. Department of Civil and Environmental Engineering; University of Waterloo; 200 University Avenue W Waterloo ON N2L 3G1 Canada

2. Civil Engineering Program, School of Engineering and Information Technology; Universiti Malaysia Sabah, Malaysia Formerly of Indian Institute of Technology; Kanpur 208016 India

Publisher

Wiley

Subject

Mechanics of Materials,Geotechnical Engineering and Engineering Geology,General Materials Science,Computational Mechanics

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/nag.1135/fullpdf

Reference41 articles.

1. Selvadurai APS Elastic Analysis of Soil-Foundation Interaction Elsevier Scientific Publishing Company

2. Reese LC Van Impe WF Single Piles and Pile Groups under Lateral Loading Taylor and Francis London, UK

3. Timoshenko S Method of Analysis of Statical and Dynamical Stresses in Rail Proceedings of the Second International Congress for Applied Mechanics 407 418 1926

4. Hovey BK Beitrag zur Dynamik des geraden Eisenbahngleises 1933

5. Ludwig K Deformation of a rail elastically supported and of infinite length by loads moving at a constant horizontal velocity Proceedings of the Fifth International Congress of Mechanics 1938 650

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