EARTHQUAKE ANALYSIS OF THE LOWER SAN FERNANDO DAM USING ELASTIC, EQUIVALENT LINEAR AND BOUNDING SURFACE PLASTICITY MODELS

EARTHQUAKE ANALYSIS OF THE LOWER SAN FERNANDO DAM USING ELASTIC, EQUIVALENT LINEAR AND BOUNDING SURFACE PLASTICITY MODELS

Uncoupled behaviour of a dam undd, earthquake loading is investigated. Three constitutive models are used:. The linear-elastic model where soil properties; shear modulus and damping ratio are strains ar d cycle independent.-The equivalent linear model where soil properties are strain dependent but...

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Bibliographic Details
Main Authors: Omar al-Farouk S. al Damluji, Asma Y. al-Tae'e
Format: Article
Language:English
Published: University of Baghdad 2003-03-01
Series:Journal of Engineering
Subjects:
Earthquake, linear model, equivalent model, non- linear model.
Online Access:https://www.joe.uobaghdad.edu.iq/index.php/main/article/view/2404

Internet

https://www.joe.uobaghdad.edu.iq/index.php/main/article/view/2404

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