Terikan ricih kitaran di dalam tanah disebabkan gelombang jasad

Theoretical expressions and charts for obtaining the maximum cyclic shear strains due to the passage of P and S waves in an elastic isotropic halfspace are presented. Plane, cylindrical and spherical P waves, and plane and cylindrical S waves are considered. The results are presented in terms of...

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Main Author: Ramli Mohamad,
Format: Article
Published: 1990
Online Access:http://journalarticle.ukm.my/1280/
http://www.ukm.my/jkukm/index.php/jkukm
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spelling my-ukm.journal.12802011-10-11T03:45:22Z http://journalarticle.ukm.my/1280/ Terikan ricih kitaran di dalam tanah disebabkan gelombang jasad Ramli Mohamad, Theoretical expressions and charts for obtaining the maximum cyclic shear strains due to the passage of P and S waves in an elastic isotropic halfspace are presented. Plane, cylindrical and spherical P waves, and plane and cylindrical S waves are considered. The results are presented in terms of two main parameters which can be measured, ie. peak particle velocity and P or S wave velocity in the medium. The expressions and charts are of practical value in methods of analysis that require direct use of the shear strains induced by ground vibrations, e.g. in the 'threshold strain' approach 1990 Article PeerReviewed Ramli Mohamad, (1990) Terikan ricih kitaran di dalam tanah disebabkan gelombang jasad. Jurnal Kejuruteraan, 2 . pp. 109-126. http://www.ukm.my/jkukm/index.php/jkukm
institution Universiti Kebangsaan Malaysia
building Perpustakaan Tun Sri Lanang Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Kebangsaan Malaysia
content_source UKM Journal Article Repository
url_provider http://journalarticle.ukm.my/
description Theoretical expressions and charts for obtaining the maximum cyclic shear strains due to the passage of P and S waves in an elastic isotropic halfspace are presented. Plane, cylindrical and spherical P waves, and plane and cylindrical S waves are considered. The results are presented in terms of two main parameters which can be measured, ie. peak particle velocity and P or S wave velocity in the medium. The expressions and charts are of practical value in methods of analysis that require direct use of the shear strains induced by ground vibrations, e.g. in the 'threshold strain' approach
format Article
author Ramli Mohamad,
spellingShingle Ramli Mohamad,
Terikan ricih kitaran di dalam tanah disebabkan gelombang jasad
author_facet Ramli Mohamad,
author_sort Ramli Mohamad,
title Terikan ricih kitaran di dalam tanah disebabkan gelombang jasad
title_short Terikan ricih kitaran di dalam tanah disebabkan gelombang jasad
title_full Terikan ricih kitaran di dalam tanah disebabkan gelombang jasad
title_fullStr Terikan ricih kitaran di dalam tanah disebabkan gelombang jasad
title_full_unstemmed Terikan ricih kitaran di dalam tanah disebabkan gelombang jasad
title_sort terikan ricih kitaran di dalam tanah disebabkan gelombang jasad
publishDate 1990
url http://journalarticle.ukm.my/1280/
http://www.ukm.my/jkukm/index.php/jkukm
_version_ 1643734968149475328
score 13.18916