In this study, TMD(Tuned Mass Damper) is installed in a retractable-roof spatial structure in order to investigate dynamic response characteristics according to mass ratio and installed position of TMD on large spatial structures. The example analytical model is generated based on the Singapore sports hub stadium. Twenty eight analytical models are used to investigate optimal installation position of TMD for the example retractable-roof spatial structure using 4 to 16 TMDs. The mass of one TMD is set up 1% of total mass at the example analytical model. Displacement response ratio of model with TMD is compared with that of base model without TMD. It has been found from numerical simulation that it is more effective to install TMD at the edge of the spatial structure rather than to concentrate the TMD at the center of the spatial structure.

Abstract
 1. 서론
 2. 해석 모델의 개요
 3. 변위 응답 분석
  3.1 TMD 설치 개수 변화에 따른 응답 분석
  3.2 TMD 설치 위치 변화에 따른 응답 분석
 4. 결론
 References

• 이영락(영남대학교 일반대학원 건축학과) | Lee, Young-Rak
• 김현수(선문대학교 건축사회환경공학부) | Kim, Hyun-Su
• 강주원(영남대학교 건축학부) | Kang, Joo-Won 교신저자