Time-Domain Boundary Element Method for Underground Structures in Orthotropic Media-Reference-Cited by-同舟云学术

Time-Domain Boundary Element Method for Underground Structures in Orthotropic Media

Published:2004-01 Issue:1 Volume:130 Page:105-116
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Chuhan Zhang¹,Yuntao Ren²,Pekau O. A.³,Feng Jin⁴

Affiliation:

1. Professor of Hydraulic Structures; also Adjunct Professor, Concordia Univ., Dept. of Hydraulic Engineering Tsinghua Univ., Beijing, China 100084.

2. Former Research Assistant, Dept. of Hydraulic Engineering, Tsinghua Univ., Beijing, China 100084.

3. Professor, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., Montreal PQ, Canada H3G 1M8.

4. Professor of Hydraulic Structures, Dept. of Hydraulic Engineering, Tsinghua Univ., Beijing, China 100084.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282004%29130%3A1%28105%29

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3. Approximate relationship among the elastic constants of anisotropic rock and anisotropy parameters.;Batygin S. A.;Fiz. Tekh. Problemy Razrabotki Poleznykh Iskopaemykh,1984

4. RAYLEIGH WAVES IN TRANSVERSELY ISOTROPIC MEDIA

5. An efficient boundary element method for two-dimensional transient wave propagation problems

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