Proceedings of the Korean Society for Noise and Vibration Engineering Conference (한국소음진동공학회:학술대회논문집)
- 2002.11a
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- Pages.361.1-361
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- 2002
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- 1598-2548(pISSN)
Response Characteristics Of Steel Frame Structures With Added Elastic Dampers
탄성 댐퍼가 추가된 대형철골 구조물의 응답특성
- Bae, Chun-Hee (Korea Electric Power Research Institute) ;
- Cho, Cheul-Whan ;
- Yang, Kyeong-Hyeon ;
- Park, Young-Pil (Yonsel University )
- Published : 2002.11.01
Abstract
Coupling adjacent steel frame using elastic dampers fer control of response to low and moderate dynamic event is investigated in this paper. The complex modal superposition method is first used to determine dynamic characteristic, mainly modal damping ratio and modal frequency, of damper linked linear adjacent steel frame for fractical use. Dynamic response of steel frame linked by hydraulic-excitation method. (omitted)