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....
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my.utm.526142018-06-26T08:33:52Z http://eprints.utm.my/id/eprint/52614/ Effects of soil model on site response analyses Khari, Mahdy Kassim, Khairul Anuar Adnan, Azlan Moayedi, Hossein 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. Asian Network for Scientific Information 2014 Article PeerReviewed Khari, Mahdy and Kassim, Khairul Anuar and Adnan, Azlan and Moayedi, Hossein (2014) Effects of soil model on site response analyses. Asian Journal of Scientific Research, 7 (1). pp. 76-84. ISSN 1992-1454 http://dx.doi.org/10.3923/ajsr.2014.76.84 DOI: 10.3923/ajsr.2014.76.84 |
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TA Engineering (General). Civil engineering (General) Khari, Mahdy Kassim, Khairul Anuar Adnan, Azlan Moayedi, Hossein Effects of soil model on site response analyses |
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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. |
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Article |
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Khari, Mahdy Kassim, Khairul Anuar Adnan, Azlan Moayedi, Hossein |
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Khari, Mahdy Kassim, Khairul Anuar Adnan, Azlan Moayedi, Hossein |
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Khari, Mahdy |
title |
Effects of soil model on site response analyses |
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Effects of soil model on site response analyses |
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Effects of soil model on site response analyses |
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Effects of soil model on site response analyses |
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Effects of soil model on site response analyses |
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effects of soil model on site response analyses |
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Asian Network for Scientific Information |
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2014 |
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http://eprints.utm.my/id/eprint/52614/ http://dx.doi.org/10.3923/ajsr.2014.76.84 |
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