Earticle

초록

영어

Spatial structures have the different dynamic characteristics from general rahmen structures. But, because most researches of vibration control were conducted for rahmen structures, the usable results of those researches are very limited for vibration control of spatial structures. This studies is conducted about the arch structures that the basic dynamic characteristics of spatial structures is inherent in, and the change of its seismic response is analyzed according to installation location of TMD(Tuned Mass Damper). The seismic response of arch structure is effectively reduced, when TMD is installed on a quarter of its arc length.

목차

Abstract
 1. 서론
 2. 예제 구조물
  2.1 예제 구조물의 제원
  2.2 예제 구조물의 동적특성
  2.3 입력 지진데이터
 3. TMD를 적용한 예제 구조물의 지진응답
  3.1 예제 구조물의 TMD 적용
  3.2 TMD 적용위치에 따른 예제구조물의 지진응답
 4. 결론
 참고문헌

저자

• 김수용 [ Kim, Su-Yong | 영남대학교 대학원 석사과정 ]
• 이상훈 [ Lee, Sang-Hoon | 영남대학교 대학원 석사과정 ]
• 강주원 [ Kang, Joo-Won | 영남대학교 건축학부 부교수, 공학박사 ]

참고문헌