NUMERICAL ANALYSIS BEHAVIOR OF LONG LINK WITH DIAGONAL STIFFENERS ON ECCENTRICALLY BRACED FRAMES

NUMERICAL ANALYSIS BEHAVIOR OF LONG LINK WITH DIAGONAL STIFFENERS ON ECCENTRICALLY BRACED FRAMES

Eccentrically Braced Frames (EBFs) are seismic resistant building that demonstrate high stiffness combined with excellent ductility and energy dissipation capacity in inelastic condition. Link is a critical element that dissipated seismic energy within inelastic behavior of EBF. Inelastic behavior o...

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Bibliographic Details
Main Author: (NIM : 25008007); Pembimbing : Prof. Ir. R. Bambang Budiono, ME., Ph.D, NIDIASARI
Format: Theses
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/16692
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Institution: Institut Teknologi Bandung
Language: Indonesia
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