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Earthquakes and Structures Volume 24, Number 5, May 2023 , pages 365-375 DOI: https://doi.org/10.12989/eas.2023.24.5.365 |
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Investigation of the effect of damper location and slip load calculation on the behavior of a RC structure |
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Mehmet Sevik, Taha Yasin Altiok and Ali Demir
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| Abstract | ||
| Energy dissipation systems increase the energy dissipation capacity of buildings considerably. In this study, the effect of dampers on a typical 10-storey reinforced concrete structure with a ductile moment-resisting frame was investigated. In this context, 5 different models were created according to the calculation of the slip load and the positions of the dampers in the structure. Nonlinear time-history analyzes using 11 different earthquake acceleration records were performed on the models using the ETABS program. As a result of the analyses, storey displacements, energy dissipation ratios, drift ratios, storey accelerations, storey shears, and hysteretic curves of the dampers on the first and last storey and overturning moments are presented. In the study, it was determined that friction dampers increased the energy dissipation capacities of all models. In addition, it has been determined that positioning the dampers in the outer region of the structures and taking the base shear as a basis in the slip load calculation will be more effective. | ||
| Key Words | ||
| dampers; energy dissipation systems; linear friction dampers; nonlinear analysis; passive energy dissipation system; slip load | ||
| Address | ||
| Department of Civil Engineering, Manisa Celal Bayar University, P.O.45125, Turkey | ||