Static interaction analysis between beam and layered soil using a two-parameter elastic foundation-Reference-Cited by-同舟云学术

Static interaction analysis between beam and layered soil using a two-parameter elastic foundation

Published:2019-02-02 Issue:1 Volume:11 Page:21-30
ISSN:2008-3556
Container-title:International Journal of Advanced Structural Engineering
language:en
Short-container-title:Int J Adv Struct Eng

Author:

Boudaa Souad,Khalfallah Salah,Bilotta Emilio

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s40091-019-0213-9.pdf

Reference35 articles.

1. Ai ZH, Cai JB (2016) Static interaction analysis between a Timoshenko beam and layered sols by analytical layer element/boundary element method coupling. Appl Mathem Model 40:9485–9499

2. Ai ZY, Cheng YC (2013) Analysis of vertically loaded piles in multi-layered transversely isotropic soils by BEM. Eng Anal Bound Elem 37:327–335

3. Avcar M (2016) Effect of material non-homogeneity and two-parameter elastic foundation on fundamental frequency parameters of Timoshenko beam. Acta Phys Pol A 130:375–378

4. Binesh SM (2012) Analysis of beam on elastic foundation using the radial point interpolation method. Cient Iran A 9(3):403–409

5. Bolteus L (1984) Soil-structure interaction a study based on numerical methods. Ph. D. theisis. Division of structural design Chalmers University of technology, Goteborg, Sweden, 1984, p 165

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