Eray Baran

E-mail
erayb@metu.edu.tr
Department
Department of Civil Engineering
Scopus Author ID
Web of Science Researcher ID
FEMA P695 seismic performance evaluation of Cold-formed steel buildings with different shear wall strengths and stiffnesses
Pehlivan, Baris Mert; Baran, Eray; Topkaya, Cem (2023-10-01)
Lateral load capacity and stiffness of CFS framed OSB sheathed shear walls can be improved by increasing the number of fasteners between sheathing panel and framing members or by providing sheathing on both sides of panel....
Investigation of CFS shear walls with two-sided sheathing and dense fastener layout
Pehlivan, Barış Mert; Baran, Eray; Topkaya, Cem; Isik, Yagmur Topcuoglugil (2022-11-01)
Even though CFS framed shear walls have been the subject of many research, test data on walls sheathed with OSB panels on both sides using relatively small fastener spacing is scarce. The current investigation aims to fill...
Influence of the proportion of FRP to steel reinforcement on the strength and ductility of hybrid reinforced concrete beams
KARTAL, SARUHAN; KALKAN, İLKER; MERTOL, HALİT CENAN; Baran, Eray (2022-11-01)
The present study pertains to the influence of variation of FRP (Fiber Reinforced Polymer) proportion in tension reinforcement on the flexural behavior of RC beams with FRP and steel reinforcing bars. A total of 25 beams, ...
An Experimental and Analytical Study on Cold Formed Steel Floor Trusses with Bare and Concrete Filled Compression Chords
Dizdar, Çağan; GÜLDÜR, HAZAL; Baran, Eray; Topkaya, Cem (2022-10-17)
Cyclic behaviour of precast beam-to-column connections: An experimental and numerical investigation
Torra-Bilal, Ines; Mahamid, Mustafa; Baran, Eray (2022-01-01)
The main objective of this study is to examine the behavior of hybrid beam-column connections with numerous detailing methods to be incorporated in precast moment resisting frames under simulate reversed cyclic loading, wh...
Performance of a moment resisting beam-column connection for precast concrete construction
Baran, Eray; BARAN, MEHMET; Kurtoglu, Metin; Torra-Bilal, Ines (2021-11-01)
Seismic performance of a specific type of moment resisting precast concrete beam-column connection was investigated through reversed cyclic load tests. Structural steel components were incorporated with precast concrete be...
Experimental and numerical analysis of cold-formed steel floor trusses with concrete filled compression chord
GÜLDÜR, HAZAL; Baran, Eray; Topkaya, Cem (2021-05-01)
© 2021 Elsevier LtdFloor trusses fabricated from cold-formed steel (CFS) sections offer several advantages over more conventional floor systems. The current paper reports the findings of an integrated experimental and nume...
ANALYSIS AND DESIGN OF PRECAST BEAM-TO-COLUMN CONNECTIONS UNDER CYCLIC LOADING
Mahamid, Mustafa; Baran, Eray; Torra-bilal, Ines; Bilal, Kamel (null; 2020-09-17)
Behavior of channel connectors in steel-concrete composite beams with precast slabs
Arıkoğlu, Pınar; Baran, Eray; Topkaya, Cem (Elsevier BV, 2020-09-01)
The use of precast decks in steel-concrete composite construction offers variety of advantages. Research to date has mostly focused on the use of headed stud connectors with hollow core precast decks for building structure...
An energy dissipating hold down device for cold-formed steel structures
Pehlivan, Barış Mert; Baran, Eray; Topkaya, Cem (Elsevier BV, 2020-03-01)
A two-phase experimental investigation has been conducted for the development and evaluation of a hold down device that has energy dissipating feature. Focus of the first phase was the development of the device itself, whi...
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