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직사각형 댐퍼를 가진 세장가새골조의 내진성능 원문보기
Seismic Performance of Slender Braced Frame with a Rectangular Damper

  • 저자

    엄승현

  • 학위수여기관

    湖西大學校 大學院

  • 학위구분

    국내박사

  • 학과

    건축학과 구조전공

  • 지도교수

  • 발행년도

    2002

  • 총페이지

    viii, p.

  • 키워드

    직사각형 댐퍼 세장가새골조 내진성능;

  • 언어

    kor

  • 원문 URL

    http://www.riss.kr/link?id=T10050903&outLink=K  

  • 초록

    In this study, joining method and shape of slender brace dampers having excellent energy dissipation capacity are developed. The shape of developed dampers is rectangle. The joining method is that brace and damper are combined by nuts. This damper system is applicable to single- or two-story steel structures. When seismic force inflicts on this system, impact energy is dissipated by mainly rectangle damper having the appointed seismic performance. The structure leads to a ductile failure of slender braced frame compared to brittle one of common frames. The seismic performance was analyzed by using load-displacement curves.


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