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Analytical Verification of a Simplified Reinforced Concrete Joint Model”, Proceedings
Date
2010-07-25
Author
Burak Bakır, Burcu
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URI
https://www.eeri.org/products-page/national-conference-on-earthquake-engineering/9th-u-s-national-10th-canadian-conference-on-earthquake-engineering-9usn10ccee-reaching-beyond-borders-proceedings-dvd-rom-2/
https://hdl.handle.net/11511/76065
https://www.caee.ca/10CCEEpdf//2010EQConf-000652.pdf
Conference Name
Proceedings of the 9th U.S. National and 10th Canadian Conference on Earthquake Engineering (25-29 July 2010)
Collections
Department of Civil Engineering, Conference / Seminar
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Analytical verification of a simplified reinforced concrete joint model
Burak Bakır, Burcu (Earthquake Engineering Research Institute (EERI), 2010-07-01)
Analytical formulation of maximum length limits of integral bridges on cohesive soils
Dicleli, Murat (Canadian Science Publishing, 2005-08-01)
This paper presents an analytical approach for predicting the length limits of integral bridges built on cohesive soils based on the flexural strength of the abutments and the low cycle fatigue performance of the steel H-piles at the abutments under cyclic thermal loading. First, H-piles that can accommodate large inelastic deformations are determined considering their local buckling instability. Then, a damage model is used to determine the maximum cyclic deformations that such piles can sustain. Next, non...
Analytical modeling of reinforced concrete beam-to-column connections
Ünal, Mehmet; Burak Bakır, Burcu; Department of Civil Engineering (2010)
Prior studies indicated that beam-to-column connections of reinforced concrete (RC) moment resisting frame structures experience considerable deformations under earthquake loading and these deformations have a major contribution to story drift of the building. In current analysis and design applications, however, the connection regions are generally modeled as rigid zones and the inelastic behavior of the joint is not taken into account. This assumption gives rise to an underestimation of the story drifts a...
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 the inelastic behavior of the joint is not considered in the dynamic analysis. Therefore, the story drifts are underestimated and the seismic performance of a building cannot be assessed properly. In this study, a model that predicts the joint shear strength versus strain relationship is de...
Analytical Simulation of Cyclic Behavior of Steel Braces under Seismic Loads
Dicleli, Murat; Çalık, Ertuğrul Emre (2009-06-22)
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B. Burak Bakır, “Analytical Verification of a Simplified Reinforced Concrete Joint Model”, Proceedings,” presented at the Proceedings of the 9th U.S. National and 10th Canadian Conference on Earthquake Engineering (25-29 July 2010), Toronto, Ontario, Canada, 2010, Accessed: 00, 2021. [Online]. Available: https://www.eeri.org/products-page/national-conference-on-earthquake-engineering/9th-u-s-national-10th-canadian-conference-on-earthquake-engineering-9usn10ccee-reaching-beyond-borders-proceedings-dvd-rom-2/.
