NUMERICAL STUDY OF KINEMATIC SOIL FOUNDATION INTERACTION AT THE LIQUIFIED SOIL INTERFACE DUE TO EARTHQUAKE

Foundation design so far only considers the effect of inertia and ignores the kinematic effect. Even though the maximum response that occurs on the foundation can be caused by the inertia interaction or kinematic interaction. In this study, the evaluation of the soil-foundation kinematic response d...

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Bibliographic Details
Main Author: Dwi Amboro, Bayu
Format: Theses
Language:Indonesia
Subjects:
Online Access:https://digilib.itb.ac.id/gdl/view/46062
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Institution: Institut Teknologi Bandung
Language: Indonesia