Analytical Solution for an Infinite Euler-Bernoulli Beam on a Viscoelastic Foundation Subjected to Arbitrary Dynamic Loads-Reference-Cited by-同舟云学术

Analytical Solution for an Infinite Euler-Bernoulli Beam on a Viscoelastic Foundation Subjected to Arbitrary Dynamic Loads

Published:2014-03 Issue:3 Volume:140 Page:542-551
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Yu Haitao¹,Yuan Yong²

Affiliation:

1. Lecturer, Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education, Tongji Univ., Shanghai 200092, China.

2. Professor, State Key Laboratory for Disaster Reduction in Civil Engineering, Dept. of Geotechnical Engineering, Tongji Univ., Shanghai 200092, China (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000674

Reference30 articles.

1. ABAQUS 6.10 [Computer software]. Vélizy-Villacoublay France Dassault Systèmes.

2. Dynamic response of beam on viscoelastic subgrade;Achenbach J. D.;J. Eng. Mech.,1965

3. FINITE ELEMENT MODELLING OF INFINITE EULER BEAMS ON KELVIN FOUNDATIONS EXPOSED TO MOVING LOADS IN CONVECTED CO-ORDINATES

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

5. Bauchau O. A. and Craig J. I. (2009). “Euler-Bernoulli beam theory.” Structural analysis Springer Houten Netherlands 173–221.

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