NUMERICAL MODELING OF CONFINED MASONRY WALLS UNDER QUASI-STATIC LOADS USING THE STRUT MODEL WITH FINITE ELEMENT METHOD

Indonesia being a seismically active region combined with the prevalence of buildings constructed without adequate structural design processes, has resulted in a high level of damage when earthquakes occur. Even in standard structural design practices, the contribution of masonry walls to the stiffn...

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Bibliographic Details
Main Author: Aryadenata, Dimas
Format: Theses
Language:Indonesia
Subjects:
Online Access:https://digilib.itb.ac.id/gdl/view/87630
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Institution: Institut Teknologi Bandung
Language: Indonesia