NUMERICAL STUDY ON STRUCTURE WITH CORE FRAME USING COUPLING BEAM AND REPLACEABLE LINK

The earthquake-resistant steel frame structure with a core frame using a coupling beam and replaceable link has a link to connect the coupling beam and is planned as an earthquake energy dissipation element through a yielding mechanism. The yielding mechanism can be a shear or bending that occurs on...

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Bibliographic Details
Main Author: Rama, Indi
Format: Theses
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/51462
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Institution: Institut Teknologi Bandung
Language: Indonesia