• 제목/요약/키워드: VES damper

검색결과 2건 처리시간 0.018초

구조물 내진보강법에 따른 저층 건축물의 내진성능평가 (Seismic Performance Evaluation of the Low-Rise Buildings with Different Seismic Retrofit Procedures)

  • 송민아;이시철;이기학
    • 한국지진공학회논문집
    • /
    • 제20권7_spc호
    • /
    • pp.553-560
    • /
    • 2016
  • After an earthquake occurred in the Gyeongju, 2016, many low-story buildings have been questioned in terms of the seismic performance since mostly they have been exempted from the seismic design requirement since 1988. In this study, a 3-story moment resisting frame (MRF) building was analyzed and evaluated the seismic performance. Due to the insufficient seismic performance required for the seismic performance levels, three different seismic retrofit schemes were proposed and their seismic performances were re-evaluated. While steel brace and open shear wall retrofit systems mainly focused on the strength retrofit, the VES damper retrofit system is mainly to enhance the energy dissipation capacity of the system and resultes in the increased ductility. The original building and 3 retrofitted buildings were evaluated using the nonlinear static and nonlinear dynamic analyses and suggestions were proposed. Through the analysis of nonlinear time history and push-over using MIDAS/Gen program, damages of the building in terms of top story and average story drift and effect of reinforcement were analyzed.

가력하중을 통한 CST30제진댐퍼시스템의 구조성능 평가 (Structural Performance Evaluation of VES Damper System subjected to Cyclic Loadings(CST30))

  • 김대훈;이동규;이기학
    • 한국공간구조학회논문집
    • /
    • 제15권2호
    • /
    • pp.61-68
    • /
    • 2015
  • The performance enhancement of various structural building systems from natural hazards has become an inctreasingly important issue in engineering field. In this paper, visco-elastic(VE) CST30 damping systems were tested under cyclic loadings to evaluate their performance in terms of ductility and energy dissipation. Main test variables are relative shear stiffness, rate of loading frequency, and thickness of specimens to evaluate the seismic capacity based on the performance criteria. This experiment was performed using a total of 12 specimens, subjected to cyclic loadings up to a shear deformation of 500%. All the CST30 dampers provided a ductile and stable hysterestic behavior when subjected to the demands of large shear stiffness and different loading frequencies. The test results showed that the CST30 dampers are an effective damping systems to enhance the buildings performance for remodeling and retrofit of buildings.