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Seismic assessment of reinforced concrete beam-to-column connections under reversed cyclic loading
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Date
2011
Author
Akın, Umut
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Prior experimental research clearly reveals that the performance of reinforced concrete frame structures under earthquake loading is closely related to the behavior of beam-to-column connection regions. In order for a reinforced concrete building to have an adequate response under high lateral deformations, beam-to-column connections should be able to preserve their integrity. However, even today beam-to-column connections are assumed to be rigid or elastic, leading to an incorrect estimation of the structural response under earthquake loading. One of the basic reasons for the assumption of rigid joints is the lack of analytical models that adequately represent the seismic behavior of the connection region. In this thesis, an analytical model that realistically represents the beam-to-column connection response is developed, in the light of prior experimental data. The experimental subassemblies used in the generation of the analytical model are later modeled in OpenSees environment in order to verify the accuracy of the model. Throughout the research, utmost attention is paid for the model to be simple enough to be used practically and also to cover a wide range of beam to column connection properties.
Subject Keywords
Reinforcing bars.
,
Civil engineering.
URI
http://etd.lib.metu.edu.tr/upload/12613123/index.pdf
https://hdl.handle.net/11511/20491
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Graduate School of Natural and Applied Sciences, Thesis
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U. Akın, “Seismic assessment of reinforced concrete beam-to-column connections under reversed cyclic loading,” M.S. - Master of Science, Middle East Technical University, 2011.
