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- W2954047319 abstract "In this study, a steel plate slit damper which was developed in order to avoid damages during an earthquake on steel frames was investigated. The goal of this system is to limit plastic deformation on the slit dampers which can be easily repaired or changed after a heavy earthquake. To investigate the performance of the proposed system, 3 full scale cyclic tests were investigated. The first specimen was a conventional extended end plate beam to column connection. The second one was the strengthened extended end plate beam to column connection and the last cyclic test was conducted on the specimen with a slit damper system. It is indicated from the test results that, proposed connections showed an excellent hysteretic behavior. In addition, the energy dissipation and plastic deformation in this system were concentrated only at the slit dampers." @default.
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- W2954047319 date "2011-05-01" @default.
- W2954047319 modified "2023-09-22" @default.
- W2954047319 title "ÇELYK ÇERÇEVELERDE YARIKLI ÇELYK SÖNÜMLEYYCY KULLANIMI" @default.
- W2954047319 doi "https://doi.org/10.12739/nwsaes.v6i4.5000066923" @default.
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