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Analytical Evaluation of the Cyclic Response of Reinforced Concrete Beam-to-Column Connections
Date
2012-09-24
Author
Burak Bakır, Burcu
Metadata
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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 developed. First, an experimental database is constructed and the key parameters that affect the joint behavior are utilized to develop the joint model. Then, nonlinear analyses are carried out by using Perform 3D with and without the joint model and the analytical results are compared with the experimental ones. The results indicated that considering the developed joint model improves the prediction of the overall seismic behavior and member responses.
Subject Keywords
Beam-To-Column Connections
,
Joint Shear Strength
,
Joint Distortion
,
Joint Model
,
Seismic Loading
URI
https://hdl.handle.net/11511/84365
Conference Name
15th World Conference on Earthquake Engineering (24 - 28 Eylül 2012)
Collections
Department of Civil Engineering, Conference / Seminar
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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...
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B. Burak Bakır, “Analytical Evaluation of the Cyclic Response of Reinforced Concrete Beam-to-Column Connections,” presented at the 15th World Conference on Earthquake Engineering (24 - 28 Eylül 2012), Lisbon, Portugal, 2012, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/84365.
