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
- 학술저널
- 저자정보
- 발행연도
- 2019.2
- 수록면
- 41 - 47 (7page)
- DOI
- 10.9726/kspse.2019.23.1.041
이용수
초록· 키워드
오류제보하기
It is very important to analyze the steady state responses of curbed beams given periodic external forces. We have used the modal analysis method (MAM) and the direct analysis method (DAM) for analyzing the steady state response of curbed beam. The concept of the DAM is much easier than that of the MAM. However, the DAM requires more computational time in analyzing curbed beams with a lot of degree-of-freedom. The authors developed the finite element-transfer stiffness coefficient method (FE-TSCM), which is the combination of the modeling technique of the finite element method and the transfer technique of the transfer stiffness coefficient method. In this paper, the authors fomulate the FE-TSCM to analyze the steady state responses of the curbed beams with a lot of degree-of-freedom. After selecting five computational models for curbed beams, the authors calculate the steady state responses of them by using the FE-TSCM and the DAM. The authors confirm that the FE-TSCM is a very speedy and accurate method.
목차
Abstract
1. 서론
2. 정상상태 응답해석 알고리즘
3. 수치 계산 결과 및 검토
4. 결론
References
참고문헌 (0)
참고문헌 신청이 논문의 저자 정보
이 논문과 함께 이용한 논문
최근 본 자료
댓글(0)
0
UCI(KEPA) : I410-ECN-0101-2019-550-000476302