Analytical solutions for Euler-Bernoulli Beam on Pasternak foundation subjected to arbitrary dynamic loads-Reference-Cited by-同舟云学术

Analytical solutions for Euler-Bernoulli Beam on Pasternak foundation subjected to arbitrary dynamic loads

Published:2017-01-25 Issue:8 Volume:41 Page:1125-1137
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:

Yu H.¹,Cai C.²,Yuan Y.³,Jia M.¹

Affiliation:

1. Key Laboratory of Geotechnical and Underground Engineering of Ministry of Education; Tongji University; Shanghai 200092 China

2. Department of Geotechnical Engineering; Tongji University; Shanghai 200092 China

3. State Key Laboratory for Disaster Reduction in Civil Engineering; Tongji University; Shanghai 200092 China

Funder

Shanghai Educational Development Foundation

National Natural Science Foundation of China

Publisher

Wiley

Subject

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

Reference19 articles.

4. Multiscale method for long tunnels subjected to seismic loading;Yu;International Journal for Numerical and Analytical Methods in Geomechanics,2013a

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