The effects of soil model on site response analyses
For the past two decades, earthquakes have demonstrated a change in the ground motion characteristics under the site conditions as the site analyses have taken an area of active studies. Non-linearity and equivalent linear methods are the two approaches popular and widely used in the design office....
Saved in:
Main Authors: | , , , |
---|---|
Format: | Article |
Language: | English |
Published: |
2012
|
Subjects: | |
Online Access: | http://eprints.utm.my/id/eprint/47616/1/KhairiMahdi2012_EffectofSoilModelonSiteResponse.pdf http://eprints.utm.my/id/eprint/47616/ http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:87993 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
id |
my.utm.47616 |
---|---|
record_format |
eprints |
spelling |
my.utm.476162020-02-29T13:15:04Z http://eprints.utm.my/id/eprint/47616/ The effects of soil model on site response analyses Khari, M. Kassim, K. A. Adnan, A. Moayedi, H. TA Engineering (General). Civil engineering (General) For the past two decades, earthquakes have demonstrated a change in the ground motion characteristics under the site conditions as the site analyses have taken an area of active studies. Non-linearity and equivalent linear methods are the two approaches popular and widely used in the design office. Based on the two methods, a number of computer codes have been developed. A deep soil deposit was analyzed and its properties were used as the input data required in the codes. The shear wave velocity was measured by empirical equation. The results of the two methods were compared. It was shown that the values of the acceleration and the strain determined by both equivalent linear and the nonlinear method were significantly greater. 2012 Article PeerReviewed application/pdf en http://eprints.utm.my/id/eprint/47616/1/KhairiMahdi2012_EffectofSoilModelonSiteResponse.pdf Khari, M. and Kassim, K. A. and Adnan, A. and Moayedi, H. (2012) The effects of soil model on site response analyses. Electronic Journal of Geotechnical Engineering, 17 Q . pp. 2475-2484. ISSN 1089-3032 http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:87993 |
institution |
Universiti Teknologi Malaysia |
building |
UTM Library |
collection |
Institutional Repository |
continent |
Asia |
country |
Malaysia |
content_provider |
Universiti Teknologi Malaysia |
content_source |
UTM Institutional Repository |
url_provider |
http://eprints.utm.my/ |
language |
English |
topic |
TA Engineering (General). Civil engineering (General) |
spellingShingle |
TA Engineering (General). Civil engineering (General) Khari, M. Kassim, K. A. Adnan, A. Moayedi, H. The effects of soil model on site response analyses |
description |
For the past two decades, earthquakes have demonstrated a change in the ground motion characteristics under the site conditions as the site analyses have taken an area of active studies. Non-linearity and equivalent linear methods are the two approaches popular and widely used in the design office. Based on the two methods, a number of computer codes have been developed. A deep soil deposit was analyzed and its properties were used as the input data required in the codes. The shear wave velocity was measured by empirical equation. The results of the two methods were compared. It was shown that the values of the acceleration and the strain determined by both equivalent linear and the nonlinear method were significantly greater. |
format |
Article |
author |
Khari, M. Kassim, K. A. Adnan, A. Moayedi, H. |
author_facet |
Khari, M. Kassim, K. A. Adnan, A. Moayedi, H. |
author_sort |
Khari, M. |
title |
The effects of soil model on site response analyses |
title_short |
The effects of soil model on site response analyses |
title_full |
The effects of soil model on site response analyses |
title_fullStr |
The effects of soil model on site response analyses |
title_full_unstemmed |
The effects of soil model on site response analyses |
title_sort |
effects of soil model on site response analyses |
publishDate |
2012 |
url |
http://eprints.utm.my/id/eprint/47616/1/KhairiMahdi2012_EffectofSoilModelonSiteResponse.pdf http://eprints.utm.my/id/eprint/47616/ http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:87993 |
_version_ |
1662754254536835072 |
score |
13.18916 |