Burcu Burak Bakır

E-mail

bburcu@metu.edu.tr

Department

Department of Civil Engineering

ORCID

0000-0002-6346-3702

Scopus Author ID

54980792900

Web of Science Researcher ID

B-4074-2012

Joint shear strength prediction for fiber reinforced concrete beam-to-column connections Kantekin, Yunus; Burak Bakır, Burcu (2024-06-01)
Hybrid Testing of Beam-to-Column Connection Regions of a Code Compliant RCMoment Frame Building Burak Bakır, Burcu (ACI, 2016-01-01)
Effect of Shear Wall Area to Floor Area Ratio on the Seismic Behavior of Reinforced Concrete Buildings Burak Bakır, Burcu (American Society of Civil Engineers (ASCE), 2013-11-01) An analytical study is performed to evaluate the effect of shear wall area to floor area ratio on the seismic behavior of midrise RC structures. For this purpose, 24 midrise building models that have five and eight stories...
Dinamik benzeri deneylerle yeterli dayanıma sahip bir betonarme çerçevenin birleşim bölgelerinin performansının irdelenmesi Burak Bakır, Burcu (null; 2013-09-25)
Development and analytical verification of an inelastic reinforced concrete joint model Unal, Mehmet; Burak Bakır, Burcu (Elsevier BV, 2013-07-01) Previous experimental research indicated that beam-to-column connections of reinforced concrete (RC) moment resisting frame structures experience considerable deformations under earthquake loading and these deformations ha...
Performance of Beam-to-Column Connection of a Well-Detailed RC Moment Frame Building under Pseudodynamic Loading Unal, Mehmet; Burak Bakır, Burcu (American Society of Civil Engineers (ASCE), 2013-06-01) The performance of RC frame members under earthquake loading may differ significantly from that of the frame. Even if the story drifts are not significant, a collapse mechanism may be observed because of extensive deformat...
Development of a Parametric Equation to Predict the Joint Shear Strength Burak Bakır, Burcu (American Society of Civil Engineers (ASCE), 2013-05-01) This paper presents an analytical study that focuses on the development ofa parametric equation to predict the joint shear strength. In this analytical study, adatabase containing geometric properties, material strengths, ...
Inelastic Modeling of Reinforced Concrete Beam-to-Column Connections Burak Bakır, Burcu (null; 2012-10-17)
Analytical Evaluation of the Cyclic Response of Reinforced Concrete Beam-to-Column Connections Burak Bakır, Burcu (2012-09-24) The shear distortions that beam-to-column connections undergo under earthquake loading have a major contribution to the story drift of a structure. However, the connection regions are generally modeled as rigid zones and t...
Joint shear strength prediction for reinforced concrete beam-to-column connections Unal, Mehmet; Burak Bakır, Burcu (2012-02-10) In this analytical study numerous prior experimental studies on reinforced concrete beam-to-column connections subjected to cyclic loading are investigated and a database of geometric properties, material strengths, config...

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