BEHAVIOUR OF SHEAR LINK OF WF SECTION WITH DIAGONAL WEB STIFFENER OF ECCENTRICALLY BRACED FRAME (EBF) OF STEEL STRUCTURE
Link is the most critical element in steel structures with eccentrically braced frame (EBF), seismic energy dissipation in EBF steel frame structures occurring through <br /> <br /> <br /> a process of plastification on the link element. Various efforts to improve the performance...
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| Format: | Dissertations |
| Language: | Indonesia |
| Online Access: | https://digilib.itb.ac.id/gdl/view/17700 |
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| Institution: | Institut Teknologi Bandung |
| Language: | Indonesia |