Earticle

초록

영어

Recently, becoming more high-rise buildings in Korea to keep pace with the flow of the world. Increasing height of tall buildings often requires supplementary damping system such as tuned mass damper (TMD) for occupant comfort in wind condition. Since the guide rail type TMD has advantages of smaller space requirement and bidirectional controllability. In this paper, The performance of TMD is tested in site. It was found that the control performance target was met.

목차

Abstract
 1. 서론
 2. TMD 설계
  2.1 TMD 개요
  2.2 TMD의 최적설계 변수
 3. TMD의 실제적용
  3.1 대상건물
  3.2 제진목표의 설정
  3.3 TMD 최적설계변수 산정
 4. TMD 현장동조실험
  4.1 현장동조실험 개요
  4.2 자유진동실험
  4.3 TMD제진성능실험
 5. 결론
 참고문헌

저자

• 유정상 [ Yu, Jeong-Sang | 경북대학교 건축공학과 학사과정 ]
• 이지훈 [ Lee, Jee-Hoon | 경북대학교 건축공학과 석사과정 ]
• 김홍진 [ Kim, Hong-Jin | 경북대학교 건축공학과 조교수, 공학박사 ]

참고문헌