• The Journal of the Convergence on Culture Technology
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• v.5 no.3
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• pp.305-310
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• 2019

This paper proposes the method of exactly identifying both viscous and friction damping from free vibration response to SDOF structure. Both displacement and acceleration free vibration responses to SDOF system, in which both viscous and friction damping are considered as its damping mechanism, are discussed to verify the proposed method. The relationship for identifying both viscous and friction damping is derived from two consecutive amplitudes of displacement or acceleration peak response. The proposed method is verified through the numerical simulation for an assumed SDOF system consisting of mass, both viscous and friction damping and spring components.

• Proceedings of the Korean Society for Agricultural Machinery Conference
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• 2002.02a
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• pp.464-470
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• 2002

본 연구에서는 초음파를 사과의 비파괴 품질판정에 이용하기 위한 기초 연구로서 사과 표면에 입사, 반사되는 초음파 신호를 계측 및 분석하기 위한 시스템을 구축하고 저장기간에 따른 사과의 초음파 특성을 계측하였으며, 그 결론은 다음과 같다. 1. 구성된 비 접촉식 초음파 장치를 이용하여 전압-시간 그래프에서 전압의 진폭(PTP)값을 구하였고 신호처리용 프로그램을 이용하여 획득한 신호를 주파수 영역에서 분석하여 피크주파수, 영역별 에너지 밀도함수 등을 구하였다. 2. 사과의 초음파 특성을 분석한 결과 사과의 저장기간은 초음파 응답신호의 진폭(PTP) 및 제 3영역 에너지 스펙트럼 밀도함수와 높은 상관성이 있는 것으로 나타났다. 3. 초음파를 농산물의 비파괴 품질판정에 적용시 문제가 되고 지는 센서와 시료와의 접촉응력에 의한 응답신호의 변형에 의한 문제를 해결하고자 비 접촉식 센서를 사용하였으며, 실제 농산물에 적용이 가능한 것으로 판단되었다.

• Journal of the Korean Society of Marine Environment & Safety
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• v.22 no.1
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• pp.82-89
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• 2016

In this study, we proposed a pier of pontoon-type, "Very Large Floating Structure" (VLFS), with the length of 500m, breadth of 200 m and height of 2 m in Yeosu domestic port. Since this structure ought to endure wave loads for long periods at sea, it is essential to analyze the wave response characteristics. Direct-method is used to analyze the fluid-structure problem and the coupled motion of equation is used to obtain response results. The structural part is calculated by using finite element method (FEM) and the fluid part is analyzed by using boundary element method (BEM). Dynamic responses caused by the elastic deformation and rigid motion of structure are analyzed by numerical calculation. To investigate response characteristics of the pier in regular waves, several factors such as the wavelength, water depth, wave direction and flexural rigidity of structure are considered. As a result, wave response of pier changed at the point of $L/{\lambda}$ 1.5 and represented the torsional phenomenon according to the various incident waves. And the responses showed increasing tendency as the water depths increase at the incident point in case of $L/{\lambda}=8.0$ and peak point of vertical displacement amplitude moved from side to side as the flexural rigidity of structure changes.