Experimental Evaluation of Structural Behavior of Gusset Plate Connection in BRB Frame System
Abstract eng: The majority of these studies have tested isolated braces or simple subassemblies which neglect the influence of the framing components and the gusset-plate on the system performance. In this paper, frame subassemblies with the gusset-plate were subjected to cyclic lateral loading. It was found that effective length of the beam shortened by the presence of the gusset-plate connections. It was indicating that critical section of the beam was moved to the toe of the gusset-plate. Steel Structure, Damage-Controlled Design, Beam-Column Connection, Gusset-Plate
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Conference Title:
Conference Title:
14th World Conference on Earthquake Engineering
Conference Venue:
Bejing (CN)
Conference Dates:
2008-10-12 / 2008-10-17
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
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Record created 2014-12-05, last modified 2014-12-05
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