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Analytical verification of a simplified reinforced concrete joint model
Date
2010-07-01
Author
Burak Bakır, Burcu
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Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License
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URI
https://www.caee.ca/10CCEEpdf/2010EQConf-000652.pdf
https://hdl.handle.net/11511/100071
Relation
9th US National and 10th Canadian Conference on Earthquake Engineering 2010, Including Papers from the 4th International Tsunami Symposium
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Department of Civil Engineering, Book / Book chapter
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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 Verification of a Simplified Reinforced Concrete Joint Model”, Proceedings
Burak Bakır, Burcu (2010-07-25)
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)
Analytical Modelling of Coupled Vibrations of Elastically Supported Channels
Yaman, Yavuz (1997-10-01)
An exact analytical method is presented for the analysis of forced vibrations of uniform thickness, open-section channels which are elastically supported at their ends. The centroids and the shear centers of the channel cross-sections do not coincide; hence the flexural and the torsional vibrations are coupled. Ends of the channels are constrained with springs which provide finite transverse, rotational and torsional stiffnesses. During the analysis, excitation is taken in the form of a point harmonic force...
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B. Burak Bakır,
Analytical verification of a simplified reinforced concrete joint model
. 2010.
