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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| Format: | Theses |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/16692 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |