• Title/Summary/Keyword: Slit plate damper

Search Result 12, Processing Time 0.014 seconds

Full-scale tests of two-story RC frames retrofitted with steel plate multi-slit dampers

  • Javidan, Mohammad Mahdi;Nasab, Mohammad Seddiq Eskandari;Kim, Jinkoo
    • Steel and Composite Structures
    • /
    • v.39 no.5
    • /
    • pp.645-664
    • /
    • 2021
  • There is a growing need of seismic retrofit of existing non-seismically designed structures in Korea after the 2016 Gyeongju and 2017 Pohang earthquakes, especially school buildings which experienced extensive damage during those two earthquakes. To this end, a steel multi-slit damper (MSD) was developed in this research which can be installed inside of partition walls of school buildings. Full-scale two-story RC frames were tested with and without the proposed dampers. The frames had structural details similar to school buildings constructed in the 1980s in Korea. The details of the experiments were described in detail, and the test results were validated using the analysis model. The developed seismic retrofit strategy was applied to a case study school building structure, and its seismic performance was evaluated before and after retrofit using the MSD. The results show that the developed retrofit strategy can improve the seismic performance of the structure to satisfy a given target performance level.

Experimental Structural Performance Evaluation of Hybrid Damper Combining with High Damping Rubber and Steel Slit (고감쇠고무와 강재슬릿이 결합된 하이브리드 댐퍼의 실험적 구조성능평가)

  • Lee, Joon-Ho;Park, Byung-Tae;Kim, Yu-Seong
    • Journal of Korean Association for Spatial Structures
    • /
    • v.22 no.4
    • /
    • pp.23-30
    • /
    • 2022
  • It is effective to apply hybrid damping device that combine separate damping device to cope with various seismic load. In this study, HRS hybrid damper(hybrid rubber slit damper) in which high damping rubber and steel slit plate are combined in parallel was proposed and structural performance tests were performed to review the suitability for seismic performance. Cyclic Loading tests were performed in accordance with criteria presented in KDS 41 17 00 and MOE 2019. As a result of the test, the criteria of KDS 41 17 00 and MOE2019 was satisfied, and the amount of energy dissipation increased due to the shear deformation of the high-damping rubber at low displacement. Result of performing the RC frame test, the allowable story drift ratio was satisfied, and the amount of energy dissipation increased in the reinforced specimen compared to the non-reinforced specimen.