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Evaluation of Seismic Performance Factors for Chevron Buckling Restrained Braced Frames
Date
2017-10-11
Author
Bozkurt, Mehmet Bakır
Özkılıç, Yasin Onuralp
Topkaya, Cem
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https://hdl.handle.net/11511/80526
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Evaluation of seismic performance factors for buckling restrained braced frames
Özkılıç, Yasin Onuralp; Topkaya, Cem; Department of Civil Engineering (2016)
Buckling restrained braces (BRBs) have been used recently in seismic zones due to their high energy dissipation capacity. Buckling restrained braces can yield under both tension and compression without buckling and they have balanced hysteresis loops. In this thesis, seismic performance factors given in ASCE 7-10 Minimum Design Loads for Buildings and Other Structures for buckling restrained braced frames (BRBFs) were evaluated. Pursuant to this aim, twenty four archetypes composed of single diagonal and ch...
EVALUATION OF DISPLACEMENT AMPLIFICATION FACTORS FOR STEEL BUCKLING RESTRAINED BRACED FRAMES
Bozkurt, Mehmet Bakir; Ozkilic, Yasin Onuralp; Topkaya, Cem (2016-12-09)
In the United States, design of buckling restrained braced frames (BRBFs) is conducted using the recommendations given in the Seismic Provisions for Structural Steel Buildings (AISC341-10) and Minimum Design Loads for Buildings and Other Structures (ASCE 7-10). In this study, deflection amplification factor given in ASCE7-10 for BRBFs was evaluated. Pursuant to this goal. three archetypes composed of single diagonal BRBFs were designed. The archetypes represent designs in high seismic regions which are defi...
Evaluation of performance based displacement limits for reinforced concrete columns under flexure
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Reinforced concrete frame buildings are the most common type of constructions in Turkey which are exposed to various types of forces during their lifetime. Seismic performance of reinforced concrete frame buildings is dominated by columns which can be classified as primary members of these structures. When current codes are considered, all of them contain several provisions in order to implement reliable seismic performances of reinforced concrete columns. In order to evaluate the accuracy of these provisio...
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Evaluation of scouring reliability at bridge abutments
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Serious scouring may take place around bridge abutments during floods, which can lead to considerable damage or structural collapse. Design of abutment footings must, therefore, rely on the estimation of maximum possible depth of scour through the bridge opening. Deterministic scour-prediction equations are based on simplified assumptions and they do not account for randomness of the scouring variables, which leads to an unavoidable risk in footing design. This study is concerned with the development of a n...
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M. B. Bozkurt, Y. O. Özkılıç, and C. Topkaya, “Evaluation of Seismic Performance Factors for Chevron Buckling Restrained Braced Frames,” 2017, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/80526.