한국소음진동공학회:학술대회논문집 (Proceedings of the Korean Society for Noise and Vibration Engineering Conference)
- 한국소음진동공학회 2000년도 춘계학술대회논문집
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- Pages.556-562
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- 2000
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- 1598-2548(pISSN)
3 차원 직선형 구조물의 동적응답에 대한 감도해석
A Study of Sensitivity Analysis on Dynamic Response of Three Dimensional Rectilinear Structure
- 발행 : 2000.06.22
초록
This paper presents new sensitivity analysis algorithm for the dynamic response of three dimensional rectilinear type structure. This method is derived from a combination of the transfer stiffness coefficient method(TSCM) and the Newmark method. We developed dynamic response analysis algorithm by TSCM. This method has more safe computational precision and time than transfer matrix method(TMM). We defined new design variable and object function, and computated simple three dimensional computation model by TSCM. The presented analysis algorithm was validated by results of changing design variable.
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