Barış Binici

E-mail

binici@metu.edu.tr

Department

Department of Civil Engineering

ORCID

0000-0002-9586-7349

Scopus Author ID

8244380900

Web of Science Researcher ID

J-3251-2015

Seismic response of post-tensioned reinforced concrete beams Karageyik, Can; Tuncer, Ertürk; Binici, Barış; Canbay, Erdem; MUKA, NORGEN (2025-05-01) Post-tensioning can be used in reinforced concrete beams of long-span moment-resisting frame systems. Such frames are designed using the structural behavior factors given for conventional reinforced concrete structures und...
The successful performance of a reinforced concrete building with FRP strengthened infill walls and externally installed shear walls subjected to Kahramanmaras and Hatay 2023 earthquakes Tan, Mustafa Tümer; Binici, Barış; Kale, Özkan; Özcebe, Güney (2024-01-01) In 2009, a reinforced concrete building was retrofitted using FRP braces on the infill walls and externally installed shear walls by a team of researchers and engineers. At the time, this was one of the -world’s first appl...
Maximum Drift Demands of Earthquake Damaged Reinforced Concrete Columns Based on Residual Flexure Cracks Aydın, Beyazıt Bestami; Binici, Barış; AKTAŞ, SAİME SELİN; Hendriks, Max A. N.; Tuncay, Kağan (2024-01-01) Assessment of existing reinforced concrete (RC) structures after an earthquake is a challenging task that must somehow relate qualitative and quantitative observations in the plastic hinge regions and the associated residu...
Out-Of-Plane Behavior of Infill Walls Under Seismic Loads Aktaş, S.S.; Binici, Barış; Yakut, Ahmet; Canbay, Erdem (2024-01-01) The seismic capacity and response of unreinforced infill walls have been ignored until realizing the importance of these members during many seismic events and their aftermaths. The performed study aims to obtain seismic b...
Tie system to upgrade out-of-plane performance of infill masonry walls Choi, Ho; Nakano, Yoshiaki; Sanada, Yasushi; Matsukawa, Kazuto; Gülkan, Polat; Binici, Barış (2024-01-01) The objectives of this study were to investigate the out-of-plane behavior of unreinforced masonry (URM) infill walls and to identify the effectiveness of tie systems that were proposed to enhance the infill stability unde...
Ülkemizdeki Riskli Yapıların Genel Özellikleri ve Deprem Performansı Yakut, Ahmet; Binici, Barış (2023-07-01) Ülkemizde yer alan yapı stokunun büyük bir çoğunluğunu az-orta katlı betonarme (BA) yapılar meydana getirmektedir. BA yapı stokumuzun yaklaşık yüzde 50’sinin 2000 yılı öncesinde yapıldığı ve bu nedenle de 1998 ve sonrasınd...
Plastic rotation capacity of RC columns under biaxial seismic demands Özcan, Okan; Binici, Barış (2023-03-01) Seismic performance of reinforced concrete (RC) columns should be evaluated considering biaxial demands for a more realistic assessment. However, most of the current seismic assessment regulations stipulate rotation capaci...
Post-earthquake effects on the seismic performance of concrete gravity dams Akpinar, Ugur; Arıcı, Yalın; Binici, Barış (2023-01-01) Seismic damage assessment of concrete gravity dams is a challenging task due to the difficulty in establishing the damage states in relation to target performance levels. Post-seismic loading and uplift in cracking is gene...
In-plane seismic performance of different infill wall systems in ductile reinforced concrete frames Demirel, Ismail Ozan; Binici, Barış; Yakut, Ahmet (2023-01-01) The seismic response of infilled frames draws considerable interest in the earthquake engineering community for the last decades. Whilst the early studies were concerned with added lateral stiffness and strength, recent st...
Performance of RC buildings after Kahramanmaraş Earthquakes: lessons toward performance based design Binici, Barış; Yakut, Ahmet; KADAŞ, KORAY; Demirel, Ozan; AKPINAR, UĞUR; Canbolat, Afsin; YURTSEVEN, FIRAT; ÖZTAŞKIN, ORKUN; Aktas, Selin; Canbay, Erdem (2023-01-01) Two simultaneous earthquakes occurred in the Kahramanmaraş-Pazarcık and Kahramanmaraş-Elbistan districts of Turkey on February 6, 2023, and with magnitudes of 7.7 and 7.6, respectively. These events caused the highest esti...

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