EVALUATION OF SEISMIC RESPONSE FACTORS FOR BRBFs USING FEMA P695 METHODOLOGY

Date

2016-06-01

Author

Bozkurt, Mehmet Bakır
Topkaya, Cem

Metadata

Show full item record

Item Usage Stats

89
views

0
downloads

URI

https://hdl.handle.net/11511/82154

Collections

Unverified, Conference / Seminar

Suggestions

OpenMETU
Core

Evaluation of seismic response factors for BRBFs using FEMA P695 methodology Ozkihc, Yasin Onuraip; Bozkurt, Mehmet Bakir; Topkaya, Cem (Elsevier BV, 2018-12-01) This paper reports the details of a numerical study undertaken to evaluate seismic response factors for steel buckling-restrained braced frames (BRBFs) using the FEMA P695 methodology. In the United States, BRBFs are designed according to Minimum Design Loads for Buildings and Other Structures (ASCE 7) and the Seismic Provisions for Structural Steel Buildings (AISC 341). Twenty-four archetypes were designed according to the U.S. specifications and their behavior was assessed by making use of non-simulated c...
Evaluation of Seismic Response Factors for Eccentrically Braced Frames Using FEMA P695 Methodology KUŞYILMAZ, Ahmet; Topkaya, Cem (SAGE Publications, 2016-02-01) This paper reports details of a numerical study undertaken to evaluate seismic response factors for steel eccentrically braced frames (EBFs) using the FEMA P695 methodology. Six archetypes were designed by making use of the current U.S. specifications, and their behavior was assessed by making use of nonsimulated collapse models. Results indicate that the current values of response factors result in designs with higher collapse probabilities than expected. Two modifications were developed to bring the colla...
Evaluation of seismic response modification factors for steel frames by non-linear analysis Bakır, Serhan; Yılmaz, Çetin; Department of Civil Engineering (2006) In this study steel framing systems are investigated with regards to their lateral load carrying capacity and in this context seismic response modification factors of individual systems are analyzed. Numerous load resisting layouts, such as different bracing systems and un-braced moment resisting frames with various bay and story configurations are designed and evaluated in a parametric fashion. Three types of beam to column connection conditions are incorporated in evaluation process. Frames, designed acco...
Evaluation of Warm Mix Asphalt compactability indices using laboratory compactors from a temperature perspective Pamuk, Omer Can; Öztürk, Hande Işık (2021-04-01) In practice, the production temperatures of Warm Mix Asphalt (WMA) mixtures are determined based on practical experiences and recommendations. Thus, the focus of this study is to propose a temperature-sensitive compactabilty assessment method to quantify the temperature needs of WMA mixtures. Therefore, in this study, an image-based testing setup coupled with the Marshall Apparatus was developed to obtain the densification curve of asphalt mixtures considering its sensitivity to temperature changes. Further...
Evaluation of Site Conditions for the Ankara Basin of Turkey Based on Seismic Site Characterization Koçkar, Mustafa Kerem; Akgün, Haluk; Rathje, Ellen M (null; 2008-10-17)

Citation Formats

M. B. Bozkurt and C. Topkaya, “EVALUATION OF SEISMIC RESPONSE FACTORS FOR BRBFs USING FEMA P695 METHODOLOGY,” 2016, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/82154.