N
Nader Fanaie
Researcher at K.N.Toosi University of Technology
Publications - 51
Citations - 457
Nader Fanaie is an academic researcher from K.N.Toosi University of Technology. The author has contributed to research in topics: Beam (structure) & Incremental Dynamic Analysis. The author has an hindex of 12, co-authored 41 publications receiving 323 citations.
Papers
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Studying the seismic behavior of gate braced frames by incremental dynamic analysis (IDA)
Nader Fanaie,S. Ezzatshoar +1 more
TL;DR: In this paper, the authors evaluated overstrength, ductility and response modification factors of steel frames with gate bracing, which is similar to chevron (inverted V) bracing except that its diagonal members are not straight.
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Experimental study of rigid connection of drilled beam to CFT column with external stiffeners
TL;DR: In this paper, the authors investigated the behavior of rigid connection of steel beam to CFT column with external T stiffeners and found that drilling the beam flange results in decrease in stress concentration in the connection location of stiffener to the beam and column.
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Response modification factor of the frames braced with reduced yielding segment BRB
Nader Fanaie,Ebrahim Afsar Dizaj +1 more
TL;DR: In this paper, overstrength, ductility and response modification factors are calculated for frames braced with a different type of buckling restrained braces, called reduced yielding segment BRB (Buckling Restrained Brace) in which the length of its yielding part is reduced and placed in one end of the brace element in comparison with conventional BRBs.
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Numerical simulation of failure in steel posttensioned connections under cyclic loading
TL;DR: This research demonstrates that with existing methods for modeling failure of steel and cable, the failures modes of full scale complicated steel frames can be captured with sufficient precision.
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Theoretical assessment of the behavior of cable bracing system with central steel cylinder
TL;DR: Different kinds of bracing systems are used as the basic methods for providing lateral stiffness and strength in building frames as discussed by the authors, and tension-only bracing has been suggested for building frames.