• Proceedings of the Korea Society for Energy Engineering kosee Conference
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• 1994.11a
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• pp.84-89
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• 1994

주유동에 수직으로 분사된 제트 화염의 구조는 이해하기 위하여 화염 길이와 온도를 측정하고 reactive mie scattering 방법을 이용하여 단면 가시화를 실시하였다. 주유동 속도와 제트 분사 속도의 증가에 따라 화염 길이도 함께 증가함을 알 수 있고, 단면 가시화 결과 화염 내부에 존재하는 inner vortical structure는 일반적인 동축제트 화염과 같은 대칭 구조를 갖지 앉고 유동 조건에 따라 inner vortical motion 의 생성 위치가 변화함을 알 수 있다 이는 본 유동장의 특성 중의 하나인 bound vortex와 제트와 주유동이 접하는 상류 면에서 발생하는 rolling-up 의 강도에 좌우됨을 알 수 있다.

• Composites Research
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• v.29 no.6
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• pp.379-387
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• 2016

Structural model of laminated composite plate based on the first order shear deformation theory and subjected to a combination of piezoelectric, electromagnetic and thermal fields is established. Coupled equations of motion are derived via Hamilton's principle on the basis of electromagnetic and piezoelectric equations which are involved in constitutive equations. Proportional control and velocity feedback control logics are applied via boundary control moments and forces. Variations of dynamic chasracteristics of composite plate with collocated piezoelectric sensor and actuators, electromagnetic field and temperature gradient are investigated and it reveals that dynamic characteristics of structure can be effectively controlled by utilizing the piezoelectric effect and ply angles of fiber reinforced composites.

• Transactions of the Korean Society of Mechanical Engineers
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• v.17 no.5
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• pp.1084-1094
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• 1993

An efficient method for determining forced responses of a general linear structural system in time domain using subtructure modes and Lagrange multipliers is presented. Compared with the conventional mode synthesis methods, the suggested method does not construct the equations of motion of the combined whole structure and thus the modal parameters of the whole structure are not required. Only modal parameters of each substructure and geometric compatibility conditions are needed. Both the loaded interface free-free modes and free interface modes can be employed as the modal bases of each substructure. Recurrence discrete-time state equations based upon state transition matrix are formulated for the transient analysis of a parameter-changing system. It is shown form numerical examples that the suggested method is very accurate and efficient to calculate transient responses compares with the direct numerical integration method.

• Journal of the Korean Institute of Navigation
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• v.25 no.1
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• pp.45-52
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• 2001

The purpose of this study is the optimum modification of dynamic characteristics of stiffened plate structure. In the method of the optimization, finite element method(FEM), sensitivity analysis and optimum structural modification method are used. To begin with, using FEM, the dynamic characteristics of stiffened plate structure is analyzed. Next, rate of change of dynamic characteristics by the change of design variable is calculated using the sensitivity analysis. Then, amount of change of design variable is calculated using this sensitivity value and optimum structural modification method. The change of natural frequency is made to be an objective function. Thickness of plate and cross section moment become a design variable. It is shown that the results are effective in the optimum modification for dynamic characteristics of the stiffened plate structure.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2011.04a
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• pp.411-414
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• 2011

구조물에서의 소음은 일반적으로 볼트, 스냅, 힌지, 용접 등과 같은 체결부에서 발생한다. 이러한 소음을 정확히 예측하기 위해서는 구조물이 갖는 실제적인 동적특성(고유진동수, 주파수응답함수) 해석기술이 필수적으로 선행되어야 한다. 그러나 현재의 동적특성 해석기술은 체결부 특성을 무시하거나 많은 시간을 수반되는 상세모델을 적용하여 해석한다. 본 연구에서는 간단한 요소를 사용하여 체결부 상세모델을 대처할 수 있는 등가모델 개발을 수행하였고 실제모델과의 비교를 통해 타당성을 검증하였다. 또한, Monte-Carlo Simulation(MCS)을 사용하여 구조물의 확률기반 해석을 수행하였다.

• Journal of KSNVE
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• v.10 no.2
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• pp.215-220
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• 2000

• Journal of KSNVE
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• v.9 no.4
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• pp.669-680
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• 1999

• Journal of KSNVE
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• v.9 no.3
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• pp.457-460
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• 1999

• Journal of KSNVE
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• v.9 no.5
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• pp.884-890
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• 1999

• Journal of KSNVE
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• v.9 no.6
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• pp.1091-1105
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• 1999