Explicit Discontinuous Deformation Analysis Method with Lumped Mass Matrix for Highly Discrete Block System-Reference-Cited by-同舟云学术

Explicit Discontinuous Deformation Analysis Method with Lumped Mass Matrix for Highly Discrete Block System

Published:2018-09 Issue:9 Volume:18 Page:04018098
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Yang Yongtao¹,Xu Dongdong²,Zheng Hong³

Affiliation:

1. Assistant Professor, State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China (corresponding author).

2. Associate Professor, Key Laboratory of Geotechnical Mechanics and Engineering, Ministry of Water Resources, Yangtze River Scientific Research Institute, Wuhan 430010, China.

3. Professor, Key Laboratory of Urban Security and Disaster Engineering, Ministry of Education, Beijing Univ. of Technology, Beijing 100124, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001234

Reference75 articles.

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2. Site response analysis with two-dimensional numerical discontinuous deformation analysis method

3. On the Implementation of augmented Lagrangian method in the two-dimensional discontinuous deformation Analysis

4. Rock Slide Simulation with the Combined Finite-Discrete Element Method

5. Boundary Element Methods in Dynamic Analysis: Part II (1986-1996)

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