Three-Dimensional Nonlinear Seismic Analysis of Pile Groups Using FE-CIFECM Coupling in a Hybrid Domain and HISS Plasticity Model
Author:
Affiliation:
1. Professor, Dept. of Earthquake Engineering, Indian Institute of Technology Roorkee, Roorkee 247667, India (corresponding author).
2. Professor, Dept. of Civil Engineering, Graphic Era Univ., Dehradun 248002, India.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Soil Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000335
Reference44 articles.
1. Nonlinear response of single piles under lateral inertial and seismic loads
2. Transient analysis of wave propagation in non-homogeneous elastic unbounded domains by using the scaled boundary finite-element method
3. Numerical analysis of kinematic response of single piles
4. Implementation of hierarchical single surface δ0 and δ1 models in finite element procedure
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