지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 발행연도
- 2012.1
- 수록면
- 35 - 42 (8page)
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초록· 키워드
오류제보하기
The performance of passive control by structural design for floor vibration may depend on boundary condition, member length, dimension and beam arrangement in floor system.
In this study, 9 types of beam-girder floor system were set up and statically designed for the 12m×12m of column module building, according to the beam arrangement. Dynamic analysis was performed for the each floor system and the results were analysed to take structural design factors for passive vibration control in floor.
Conclusively, some significant design factors were found as followings; (1) Joist slab system is effective in view of static design and structural material quantity but contrary to floor vibration design since it has almost one way stiffness and the other stiffness is extremely weak. (2) While floor beam arrangement consists of interior large beam and crossing small beams, this floor system has two way stiffness and vibration response was less then joist floor system. (3) As far as stiffness ratio between two perpendicular direction in floor system is less 7, it is effective for the passive control of floor vibration and there is only little difference in vibration response.
In this study, 9 types of beam-girder floor system were set up and statically designed for the 12m×12m of column module building, according to the beam arrangement. Dynamic analysis was performed for the each floor system and the results were analysed to take structural design factors for passive vibration control in floor.
Conclusively, some significant design factors were found as followings; (1) Joist slab system is effective in view of static design and structural material quantity but contrary to floor vibration design since it has almost one way stiffness and the other stiffness is extremely weak. (2) While floor beam arrangement consists of interior large beam and crossing small beams, this floor system has two way stiffness and vibration response was less then joist floor system. (3) As far as stiffness ratio between two perpendicular direction in floor system is less 7, it is effective for the passive control of floor vibration and there is only little difference in vibration response.
목차
Abstract
1. 서론
2. 바닥구조의 유형과 설계조건
3. 바닥구조의 단면설계와 진동 영향인자
4. 진동해석
5. 바닥구조 유형별 진동응답 분석
6. 결론
감사의 글
참고문헌
참고문헌 (6)
참고문헌 신청
조재용 / 2009 / 장스팬 건물 에서 PC 더블티 슬라브 공법 적용의 타당성 분석에 관한 연구 / 한국건설관리학회 학술발표대회논문집 :857~862
N. Makris, M. C. / 1992 / Constantinou, Spring-viscous damper systems for combined seismic and vibration isolation / Earthquake Engineering & Structural Dynamics 21(8):649~664
Mehdi Setareh / 2002 / Floor vibration control using semi-active tuned mass dampers / Canadian Journal of Civil Engineering 29(1):76~84
Mehdi Setareh / 2006 / Pendulum Tuned Mass Dampers for Floor Vibration Control / J. of Performance of Constructed Facilities 20(1)
구민세, 박영제, 정봉수. 하중 재하를 이용한 연속 프리플렉스 합성보의 라멘구조에의 적용. 대한토목학회 학술발표회 논문집. 2000
N. Makris, M. C. / 1992 / Constantinou, Spring-viscous damper systems for combined seismic and vibration isolation / Earthquake Engineering & Structural Dynamics 21(8):649~664
Mehdi Setareh / 2002 / Floor vibration control using semi-active tuned mass dampers / Canadian Journal of Civil Engineering 29(1):76~84
Mehdi Setareh / 2006 / Pendulum Tuned Mass Dampers for Floor Vibration Control / J. of Performance of Constructed Facilities 20(1)
구민세, 박영제, 정봉수. 하중 재하를 이용한 연속 프리플렉스 합성보의 라멘구조에의 적용. 대한토목학회 학술발표회 논문집. 2000
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UCI(KEPA) : I410-ECN-0101-2013-540-001229534