Eray Baran

E-mail

erayb@metu.edu.tr

Department

Department of Civil Engineering

ORCID

0000-0002-0240-803X

Scopus Author ID

35101442800

Web of Science Researcher ID

ABA-7243-2020

Seismic behavior of cold-formed steel framed multi-panel and two-story shear walls Pehlivan, Barış Mert; Baran, Eray; Topkaya, Cem (2025-01-01) This paper presents an experimental investigation on the seismic behavior of cold-formed steel (CFS) shear wall systems. Two sets of cyclic lateral loading tests were conducted on OSB sheathed CFS shear wall specimens. The...
A Numerical Investigation of Longitudinal Track–Bridge Interaction in Simply Supported Precast Concrete Girder Railway Bridges Ozturk, Alper; Baran, Eray; Askan Gündoğan, Ayşegül (2024-08-01) In railway tracks, additional stresses occur in rails due to interaction between the rail and the bridge superstructure, which is a phenomenon known as track–bridge interaction (TBI). The additional rail stresses (ARSs) de...
An investigation and design of novel moment-resisting beam-column connections for precast concrete construction Mahamid, Mustafa; Torra-Bilal, Ines; Baran, Eray (2024-06-01) This study investigates the behavior of hybrid beam -column connections with numerous detailing methods to be incorporated into precast concrete moment -resisting frames under simulated reversed cyclic loading, and ultimat...
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....
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, ...
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...
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...

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