Evaluation of the Effect of Nonlinear Behavior of Gusset plate of HSS Diagonal Brace on the Performance of Steel Frame Under Cyclic Loading
Publish place: Second National Earthquake Conference
Publish Year: 1394
نوع سند: مقاله کنفرانسی
زبان: English
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شناسه ملی سند علمی:
QAEC02_057
تاریخ نمایه سازی: 19 تیر 1394
Abstract:
Recently the usage of concentrically braced frames (CBFs) are common for lateral-load resisting system in seismic design. In CBFs the braces are connected to the beam and column by gusset plate connection. Recent researches show that the seismic behavior of CBFs can be improved by considering yielding in the gusset plate in the performance levels. This study has indicated that buckling capacity of CBFs under a cyclic loading can be promoted by considering the behavior of gusset plate through designing its thickness and observe the free bending line and thickness of edge stiffener by the commercial finite element software Abaqus. At first the finite element and experimental result have been verified, Finally it will show the CBFs performance depends on gusset plate connections. The results indicated that increasing the thickness of gusset plate has the most effect on tolerable load of frame and promote stiffness and performance of braced frame.
Keywords:
Concentrically braced framed (CBF) , Gusset plate connections , Buckling capacity , cyclic loading , finite element method
Authors
Bahador Marghoob
Assistant Professor of Civil Engineering, Faculty of Loghman Hakim Institute
Javad Amiri
MS Student of Structural Engineering, Loghman Hakim Institute,
Hamed Roohbakhsh
MS Student of Structural Engineering, Shiraz University
Amir Etezadi
PhD Student of Structural Engineering, Shiraz University
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