Analysis of transient response of saturated porous elastic soil under cyclic loading using element-free Galerkin method

10.1016/S0020-7683(02)00497-3

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Main Authors:	Karim, M.R., Nogami, T., Wang, J.G.
Other Authors:	CIVIL ENGINEERING
Format:	Article
Published:	2014
Subjects:	Cyclic loading Element-free Galerkin method Lagrange multiplier Moving least-square approximants Periodic boundary Pore water pressure
Online Access:	http://scholarbank.nus.edu.sg/handle/10635/65147
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Institution:	National University of Singapore

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spelling	sg-nus-scholar.10635-651472023-10-26T21:51:11Z Analysis of transient response of saturated porous elastic soil under cyclic loading using element-free Galerkin method Karim, M.R. Nogami, T. Wang, J.G. CIVIL ENGINEERING TROPICAL MARINE SCIENCE INSTITUTE Cyclic loading Element-free Galerkin method Lagrange multiplier Moving least-square approximants Periodic boundary Pore water pressure 10.1016/S0020-7683(02)00497-3 International Journal of Solids and Structures 39 24 6011-6033 2014-06-17T08:13:33Z 2014-06-17T08:13:33Z 2002-12 Article Karim, M.R., Nogami, T., Wang, J.G. (2002-12). Analysis of transient response of saturated porous elastic soil under cyclic loading using element-free Galerkin method. International Journal of Solids and Structures 39 (24) : 6011-6033. ScholarBank@NUS Repository. https://doi.org/10.1016/S0020-7683(02)00497-3 00207683 http://scholarbank.nus.edu.sg/handle/10635/65147 000179590300009 Scopus
institution	National University of Singapore
building	NUS Library
continent	Asia
country	Singapore Singapore
content_provider	NUS Library
collection	ScholarBank@NUS
topic	Cyclic loading Element-free Galerkin method Lagrange multiplier Moving least-square approximants Periodic boundary Pore water pressure
spellingShingle	Cyclic loading Element-free Galerkin method Lagrange multiplier Moving least-square approximants Periodic boundary Pore water pressure Karim, M.R. Nogami, T. Wang, J.G. Analysis of transient response of saturated porous elastic soil under cyclic loading using element-free Galerkin method
description	10.1016/S0020-7683(02)00497-3
author2	CIVIL ENGINEERING
author_facet	CIVIL ENGINEERING Karim, M.R. Nogami, T. Wang, J.G.
format	Article
author	Karim, M.R. Nogami, T. Wang, J.G.
author_sort	Karim, M.R.
title	Analysis of transient response of saturated porous elastic soil under cyclic loading using element-free Galerkin method
title_short	Analysis of transient response of saturated porous elastic soil under cyclic loading using element-free Galerkin method
title_full	Analysis of transient response of saturated porous elastic soil under cyclic loading using element-free Galerkin method
title_fullStr	Analysis of transient response of saturated porous elastic soil under cyclic loading using element-free Galerkin method
title_full_unstemmed	Analysis of transient response of saturated porous elastic soil under cyclic loading using element-free Galerkin method
title_sort	analysis of transient response of saturated porous elastic soil under cyclic loading using element-free galerkin method
publishDate	2014
url	http://scholarbank.nus.edu.sg/handle/10635/65147
_version_	1781782567144390656

Analysis of transient response of saturated porous elastic soil under cyclic loading using element-free Galerkin method

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