Three-Dimensional Nonlinear Seismic Analysis of Single Piles Using Finite Element Model: Effects of Plasticity of Soil-Reference-Cited by-同舟云学术

Three-Dimensional Nonlinear Seismic Analysis of Single Piles Using Finite Element Model: Effects of Plasticity of Soil

Published:2005-03 Issue:1 Volume:5 Page:35-44
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Maheshwari B. K.¹²³⁴,Truman K. Z.¹²³⁴,Gould P. L.¹²³⁴,El Naggar M. H.¹²³⁴

Affiliation:

1. Postdoctoral Researcher, Dept. of Civil Engineering, Washington Univ., St. Louis, MO 63130.

2. Professor and Chairman, Dept. of Civil Engineering, Washington Univ., St. Louis, MO 63130.

3. Professor, Dept. of Civil Engineering, Washington Univ., St. Louis, MO 63130.

4. Associate Professor, Dept. of Civil Engineering, Univ. of Western Ontario, London ON, Canada N6A 5B9.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282005%295%3A1%2835%29

Reference36 articles.

1. Cai Y. X. (1995). “Three-dimensional nonlinear analysis of seismic soil-pile-structure interaction and its application.” PhD thesis Washington Univ. St. Louis.

2. Nonlinear analysis of 3D seismic interaction of soil–pile–structure systems and application

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