• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2003년도 춘계학술대회논문집
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• pp.275-280
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• 2003

This paper discusses on the dynamic responsed of an elastically restrained beam under a moving mass of constant velocity. Governing equations of motion taking into account of all inertia effects of the moving mass were derived by Galerkin's mode summation method, and Runge-Kutta integration method was applied to solve the differential equations. Numerical solutions for dynamic deflections of beams were obtained for the changes of the various parameters (spring stiffness, spring position, mass ratios and velocity ratios of the moving mass). In order to verify the numerical predictions for the dynamic response of the beam, experiments were conducted. Numerical solutions for the dynamic responses of the test beam have a good agreement with experimental ones.

• 한국산학기술학회논문지
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• 제11권1호
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• pp.250-256
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• 2010

본 연구에서는 차량-교량간의 상호작용 효과가 교량의 동적거동에 미치는 영향을 분석하기 위하여 실험적 연구를 수행하였다. 이를 위하여 차량-교량 간 상호작용이 가능하도록 윤하중 실험 장치를 개발하여 단순교량 형식의 교량을 대상으로 이동 질량 실험을 수행하였다. 이동질량 이론을 이용한 해석 결과와 이동질량 실험의 결과를 상호분석하여 각각의 합리성을 검증하였다. 수행된 실험의 결과를 분석하여 개발된 윤하중 시험기는 차량-교량 간 상호작용에 의한 교량의 동적 거동을 재현할 수 있음을 알았다. 아울러 이동질량 실험의 결과를 분석하여 차량-교량 간 상호작용이 교량의 동적거동에 미치는 영향을 분석할 수 있었다.

• Journal of Mechanical Science and Technology
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• 제20권9호
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• pp.1382-1389
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• 2006

Dynamic responses of a simply supported beam with a translational spring carrying a moving mass are studied. Governing equations of motion including all the inertia effects of a moving mass are derived by employing the Galerkin's mode summation method, and solved by using the Runge-Kutta integral method. Numerical solutions for dynamic responses of a beam are obtained for various cases by changing parameters of the spring stiffness, the spring position, the mass ratio and the velocity ratio of a moving mass. Some experiments are conducted to verify the numerical results obtained. Experimental results for the dynamic responses of the test beam have a good agreement with numerical ones.

• Interaction and multiscale mechanics
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• 제3권4호
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• pp.299-308
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• 2010

The indirect approach for measuring the bridge frequencies from the dynamic responses of a passing vehicle is a highly potential method. In this study, the effect of road surface roughness on such an approach is studied through finite element simulations. A two-dimensional mathematical model with the vehicle simulated as a moving sprung mass and the bridge as a simply-supported beam is adopted. The dynamic responses of the passing vehicle are solved by the finite element method along with the Newmark ${\beta}$ method. Through the numerical examples studied, it is shown that the presence of surface roughness may have negative consequence on the extraction of bridge frequencies from the test vehicle. However, such a shortcoming can be overcome either by introducing multiple moving vehicles on the bridge, besides the test vehicle, or by raising the moving speed of the accompanying vehicles.

• 한국지진공학회논문집
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• 제3권4호
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• pp.47-60
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• 1999

건축구조물의 진동제어 시스템의 안정성과 효율성은 대상 시스템의 수학적 모델의 정확성에 크게 좌우 된다. 본 연구에서는 3층의 축소 건물모델과 소형 AMD(active mass damper)를 대상으로 각각의 상태방정식 모델을 시간영역에서의 시스템 식별 기법인 OKID(observer/Kalman filter identification)를 대상으로 각각의 상태방정식 모델을 시간영역에서의 시스템 식별 기법인 입력과 AMD의 이동질량체의 설치층에 대한 상대가속도 입력에 대하여 시스템 식별을 개별적으로 수행한 뒤 두 개의 상태방정식을 모델 응축 과정을 통해 통합하였다. AMD의 시스템 식별은 모터제어 신호를 입력으로 AMD 이동질량의 설치층에 대한 상대가속도를 출력으로 선정하여 수행하였으며 큰 감쇠비와 위상지연 현상을 확인할 수 있었다 결과적으로 얻어진 건물 모델 및 AMD의 이동질량의 설치층에 대한 상대가속도를 출력으로 선정하여 수행하였으며 큰 감쇠비와 위상지연 현상을 확인할수 있었다. 결과적으로 얻어진 건물 모델 및 AMD의 상태방정식 모델로부터 재구성한 전달함수와 시간이력은 실험에서의 측정치와 잘 일치하였다.

• 한국전문물리치료학회지
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• 제27권2호
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• pp.155-161
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• 2020

Background: The consequences of falls are often debilitating, and prevention is important. In theory, the lower the center of mass (COM), the greater postural stability during standing, and a weight belt at the waist level may help to lower the COM and improve the standing balance. Objects: We examined how the limit of stability (LOS) was affected by the lowered center of mass with the weight belt. Methods: Twenty healthy individuals participated in the LOS test. After calculating each participant's COM, a weight belt was fastened ten centimeters below the COM. Trials were acquired with five weight belt conditions: 0%, 2%, 4%, 6%, and 8% of body weight. Outcome measures included reaction time, movement velocity, endpoint excursion, maximum excursion, and directional control in 4 cardinal moving directions. Results: None of our outcome variables were associated with a weight belt (p > 0.075), but all of them were associated with moving direction (p < 0.01). On average, movement velocity of the COM and maximum excursion were 31% and 18% greater, respectively, in mediolateral than anteroposterior direction (5.4°/s vs. 4.1°/s; 97.5% vs. 82.6%). Conclusion: Our results suggest that postural stability was not affected by the weight-induced lowered COM, informing the development and improvement of balance training strategies.

• 한국재난정보학회 논문집
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• 제7권3호
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• pp.198-205
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• 2011

본 연구에서는 차량-교량 간 상호작용효과가 교량의 동적거동에 미치는 영향을 분석하기 위한 실험적 연구를 수행하였다. 이를 위하여 차량 교량 간 상호작용이 포함된 이동 질량 형 윤하중 시험기를 조립식 프리캐스트 패널형식의 단순교량에 적용하여 이동질량 반복주행실험을 수행하였다. 실험분석 결과 차량-교량 간 상호 작용은 교량의 동적거동에 예측 가능한 거동뿐 아니라 상반거동 및 반전현상 등의 추가적인 다양한 거동을 발생시킴을 알 수 있었다.

• 에너지공학
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• 제5권2호
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• pp.131-137
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• 1996

Typical size distribution of emission particulates is bi-modal in shape with particles in the fine mode (< 2.0 $\mu\textrm{m}$) and the coarse mode. An experimental study of pressure drop across the industrial gas cleaning filters has been conducted using particle mixture of fine alumina and coarse Arizona dusts with a rotating aerosol disperser to generate the bi-modal test aerosol. Pressure drop increased linearly with increasing mass loading. The pressure drop was found to be strongly dependent upon the mass ratio of fine to coarse particles. The smaller the mass ratio of fine to coarse particles and the higher face velocity are, the faster pressure drop rises. The fine particles and the greater inertia of the particle moving fast would cause a denser cake formation on the filter surface, resulting in a greater specific resistance to the gas flow.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 봄 학술발표회 논문집
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• pp.93-100
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• 2000

In this study, we used photoelastic coating method which is a kind of model test for examining the stress condition of rock masses around underground structures. Using this method, we could know adaptability and usefulness of photoelastic coating method for various shape of tunnel models. And, in spite of higher cross section efficiency, square shape model showed unstable status because of high stress concentration. So, we cut the slits at the each corner of tunnel, and we could make more stable stress condition by means of moving high stress concentration to rock mass.

• 대한물리치료과학회지
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• 제22권1호
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• pp.11-17
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• 2015

Purpose : The current study examines changes of static uprighting balance in the visual input characteristics. Method : Total 50 person(male 16, female 34) were participated in this study. They were tested with 'hole in the card' for identification of dominant eye's side, then they were divided 3 groups(both visual input group, dominant visual input group, and non-dominant visual input group). 3 groups were measured with Romberg test on the force platform device to compare the static uprighting balance characteristics ; moving distance, mean velocity, and sway area of the CoM(center of mass), during 20 seconds. Results : The results by one-way repeated measure ANOVA were as follows. In moving distance and mean velocity of CoM, non-dominant visual input group was unstable than dominant visual group and both visual input group(p<0.05). But, in sway area of CoM, significant difference was not existed statistically. Conclusion : These result can be applied to design the static uprighting balance program using visual input mediation.