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
- 학술대회자료
- 저자정보
- 발행연도
- 2018.10
- 수록면
- 402 - 405 (4page)
이용수
초록· 키워드
오류제보하기
The purpose of this study is to validate the results of predicted peak base moments and accelerations on the benchmark (Building B). Predicted peak base moments and accelerations on the benchmark building have been compared with those from previous study (Holmes and Tse, 2013). The wind tunnel test which is high frequency force balance test was peformed a boundary layer wind tunnel at Hanyang University Wind Tunnel Laboratory. The predicted base moments and accelerations showed a good agreement with previous study. In this study, wind-induced responses of the basic tall building (Building B) have been presented and validated through the comparison of those from previous study. In addition, it is necessary to validate the wind-induced responses on the advanced building (Building A) which is coupled mode shape.
목차
Abstract
1. 서론
2. 풍실험조건 및 풍동실험 개요
3. 실험결과 및 고찰
4. 결론
참고문헌
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UCI(KEPA) : I410-ECN-0101-2019-540-000166030