EXPERIMENTAL STUDY OF APPLICATION OF REPLACEABLE LINK ON COUPLE SHEAR WALL
This research discussed the performance of structural system of earthquake load resistance in the form of reinforced concrete shear wall system connected to steel coupling beams and replaceable link beams. The concept is similar with Eccentrically Braced Frame (EBF) structure, link beam is desig...
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Main Author: | Kurniawan |
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Format: | Theses |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/62411 |
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Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
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