DYNAMIC SOIL-STRUCTURE RESPONSE ANALYSIS OF AN IRAQI SOIL BASED ON GEOPHYSICAL TESTING
In this paper, soil – pore fluid behavior of a silo under an earthquake loading is investigated. To predict the response of the silo with the soil surrounding it, ‘the linear-elastic constitutive model’ is adopted with soil properties; shear modulus and damping ratio; are strains and cycle independ...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
University of Baghdad
2006-09-01
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Series: | Journal of Engineering |
Subjects: | |
Online Access: | https://www.joe.uobaghdad.edu.iq/index.php/main/article/view/2841 |