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Seismic performance of eccentrically braced frame with vertical link
Date
2009-09-13
Author
Dicleli, Murat
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URI
https://hdl.handle.net/11511/87034
DOI
https://doi.org/10.1201/9780367803667
Conference Name
ICOSSAR 2009 - 10th International Conference on Structural Safety and Reliability, 13-17 September 2009
Collections
Department of Engineering Sciences, Conference / Seminar
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Seismic performance of a special type of single-story eccentrically braced steel frame
Dicleli, Murat (SAGE Publications, 2008-02-01)
This research is aimed at studying the seismic response of a single story non-buckling eccentrically braced steel frame (NBF) in relation to conventional moment resisting frame (MRF) and concentrically braced frame (CBF). The NBF is intended to combine the advantages of MRF and CBF and eliminate most of the disadvantages pertinent to these frames. Nonlinear static pushover and time history analyses are conducted to assess the performance of the NBF compared to the performance of MRF and CBF. The analyses re...
Seismic performance of eccentrically braced frames designed to AISC341 and EC8 specifications
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© 2020 Institution of Structural EngineersIn the United States, steel eccentrically braced frames (EBFs) are designed according to AISC341 Specification while in Europe EC8 provisions are used. The European provisions were developed mostly based on the research works conducted in the US. While EBF design recommendations in AISC341 and EC8 have similarities, marked differences exist in the amount of lateral force reduction and distribution of member over-strength among the stories. In addition, the effect of...
Seismic Retrofit of Deficient RC Structures with Internal Steel Frames
ÖZÇELİK, RAMAZAN; Akpinar, Ugur; Binici, Barış (2011-12-01)
This paper describes an experimental study on internal steel frames (ISFs) to retrofit seismically deficient reinforced concrete (RC) frames. One reference and six strengthened frame specimens were tested under constant gravity load and cyclic lateral displacement excursions. Installation of the ISF with and without anchors to the RC frame was examined. Test results showed that the snug tight ISF installed inside an RC frame may suffice to realize the benefit of implementing ISFs. If the horizontal shear st...
Seismic behavior of AAC infill walls insulated with cementitious lightweight panels in reinforced concrete frames
Kasapgil, Sema Melek; Binici, Barış; Canbay, Erdem (2021-12-01)
© 2021 Elsevier LtdAutoclaved aerated concrete (AAC) walls are commonly used as infill walls in reinforced concrete frames. Thermal properties of infill walls in cold regions can be improved by bonding additional insulation panels. In this study, eight half-scale, one-bay, one-story reinforced concrete frames with insulated AAC infill walls were tested under cyclic increasing in-plane (IP) displacement excursions to simulate earthquake demands. Two different methods of insulation arrangements were studied b...
Seismic performance of gravity-load designed concrete frames infilled with low-strength masonry
Siddiqui, Umair A.; Sucuoğlu, Haluk; Yakut, Ahmet (2015-01-01)
This study compares the seismic performances of two reinforced concrete frame specimens tested by the pseudo-dynamic procedure. The pair of 3-storey, 3-bay frames specimens are constructed with typical characteristics of older construction which is lacking seismic design. One of the specimens is a bare frame while the other is infilled with low-strength autoclave aerated concrete (AAC) block masonry. The focus of this study is to investigate the influence of low strength masonry infill walls on the seismic ...
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M. Dicleli, “Seismic performance of eccentrically braced frame with vertical link,” presented at the ICOSSAR 2009 - 10th International Conference on Structural Safety and Reliability, 13-17 September 2009, Osaka, Japan, 2009, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/87034.