• 대한토목학회논문집
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• 제30권6A호
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• pp.535-542
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• 2010

철도교량과 같이 주기적 가진에 의해 공진발생의 가능성이 높은 구조물에 있어서, 정확한 구조물의 동적특성치 파악은 설계단계 및 공용중 안정적인 응답을 확보하기 위해 필수적이다. 이 논문에서는 실축척 구조물을 대상으로 하는 강제 진동실험에서 일반적으로 사용할 수 있는 가진방법인 가진기 및 충격해머를 사용한 가진실험의 결과를 상호 비교하여 가진방법에 따른 고유진동수 추출결과의 차이 및 차이의 발생원인을 분석하고, 보다 정확한 구조물의 고유진동수를 산출하기 위한 보정방법을 제안하였다. 또한, 철도교량의 시공단계에 따라 궤도부설 전, 후에 진동실험을 수행하였으며, 궤도부설에 의한 고유진동수 변화를 관찰하였다. 가진방법에 따른 측정 고유진동수의 차이는 가진기의 경우 부가질량의 효과, 충격해머의 경우 동적응답 레벨에 따라 변화하는 지점강성효과에 기인하는 것으로 파악되었으며, 이에 대한 보정을 통해 보다 신뢰성 높은 고유진동수로 환산하는 것이 가능하였다. 궤도부설의 효과는 일반적으로 부가질량으로만 고려하여 궤도부설 전에 비해 고유진동수가 감소하는 것으로 예상되어 왔지만, 이 연구에서 수행한 실험의 결과로 질량추가의 효과에 상당하는 강성기여 효과도 있는 것으로 나타났으며, 강성증가율은 발생변위의 수준에 비례하여 증가하는 것으로 나타났다. 따라서, 설계단계에서 완성계의 고유진동수 예측시 궤도의 발생변위수준을 고려하여 적절히 강성기여 효과를 고려하는 것이 필요할 것으로 판단된다.

• 비파괴검사학회지
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• 제27권5호
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• pp.398-408
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• 2007

본 논문에서는 반사형 펄스와전류 탐상법을 사용하여 두께를 효과적으로 평가하기 위해 여러가지 탐촉자 모델들을 설계하고, 수치해석 방법을 사용하여 피검사체의 두께 변화에 따른 펄스와전류 신호의 특징 변화, 민감도 등을 조사하였다. 반사형 탐상에서는 센서코일이 여자코일 자계보다는 피검사체에 형성된 와전류로 인한 자계를 감지해야 하므로, 구리-페라이트로 차폐한 모델들과 페라이트만으로 차폐한 모델들에서의 펄스와전류 신호를 조사하였다. 이러한 신호들에서 두께 판별에 유용한 특성을 조사하여 신호의 피크값과 zero crossing time을 선정할 수 있었고, 이들의 두께변화에 대한 민감도를 조사하였다. 그 결과, 두 종류의 차폐 모델들에서 모두 피크값 민감도가 zero crossing time 민감도보다 효과적이라는 것을 알 수 있었고, 구리-페라이트로 차폐한 모델 보다 페라이트만으로 차폐한 모델에서의 피크값 민감도가 훨씬 더 높다는 것을 알 수 있었다.

• 한국철도학회논문집
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• 제9권2호
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• pp.160-168
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• 2006

The major objective of this study is to investigate the effects and application of external post-tensioning method far steel plate girder bridge. It analyzed the mechanical behaviors of steel plate girder bridge with applying external post-tensioning on the finite element analysis, field test and laboratory test fur the lateral dynamic characteristics. As a result, the reinforcement of steel plate girder bridge the external post-tensioning method are obviously effective for the lateral dynamic response which is non-reinforced. The analytical and experimental study are carried out to investigate the post-tension force decrease lateral acceleration and deflection on steel plate girder bridge for serviceability. And the external post-tensioning method reduce dynamic maximum displacement(about $10{\sim}24%$), the increase of dynamic safety is predicted by adopting external post-tensioning method. From the dynamic test results of the servicing steel plate girder bridge, it is investigated that the change degree of natural frequency is very low with applying the external post-tensioning method The servicing steel plate girder bridge with external post-tensioning has need of the reasonable reinforcement measures which could be reducing the effect of lateral dynamic behavior that degradation phenomenon of structure by an unusual response characteristic and a drop durability.

• 한국정밀공학회지
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• 제31권7호
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• pp.627-634
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• 2014

Machine tool vibration is well known for reducing machining accuracy. Because vibration response of a linear structure generally depends on its transfer function if the magnitude of excitation were kept constant, this study introduces a RET(Random Excitation Test) based on FRF method to evaluate stiffness of a prototype HDMTL(Heavy-Duty Multi-Tasking Lathe) for large crankshaft of marine engine. Firstly, two force loops of the lathe and corresponding structural loops were identified:1) workpiece - spindle - head stock - main bed, 2) workpiece - tool post - carriage bed. Secondly, compliances of each structural loop were measured respectively using RET with a hydraulic exciter and then converted into stiffness. Finally, the measured stiffness was compared with that obtained previously by FEM analysis. As the result, both measured and computed stiffness were closely in agreement with each other. And the prototype HDMTL has evidently sufficient rigidity above ordinary heavy-duty lathes.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2007년도 추계학술대회논문집
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• pp.1066-1071
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• 2007

This case study refers to turbine-generator with retrofitted turbine rotor. Vibration problem occurring after the retrofit was mainly due to high vibration from exciter side. However, repeated test run and operation during scheduled maintenance caused high vibration from generator bearing, and post-overhaul test run before turbine vibration correction caused oil whip on the bearing. This case study shows how to analyze vibration condition of high turbine generator vibration detected during the post-overhaul test run and vibration condition of offline and online data to reflect it on establishing maintenance schedule and overhaul correction procedure. Vibration data could be acquired during steady load operation or even with varying speed and load. Each data is important for machinery condition evaluation. This case study shows that the vibration data during extreme condition is the key factor in analysis, which helps to find the machinery problem.

• 한국소음진동공학회논문집
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• 제18권2호
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• pp.238-246
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• 2008

This case study refers to turbine-generator with retrofitted turbine rotor. Vibration problem occurring after the retrofit was mainly due to high vibration from exciter side. However, repeated test run and operation during scheduled maintenance caused high vibration from generator bearing, and post-overhaul test run before turbine vibration correction caused oil whip on the bearing. This case study shows how to analyze vibration condition of high turbine generator vibration detected during the post-overhaul test run and vibration condition of offline and online data to reflect it on establishing maintenance schedule and overhaul correction procedure. Vibration data could be acquired during steady load operation or even with varying speed and load. Each data is important for machinery condition evaluation. This case study shows that the vibration data during extreme condition is the key factor in analysis, which helps to find the machinery problem.

• 대한기계학회논문집
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• 제10권5호
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• pp.689-697
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• 1986

본 연구에서는 3자유도(3방향의 병진운동만 고려) 고무마운트모형의 타당성을 검증하기 위하여, 먼저 고무자체의 물성치인 강성계수와 감쇠계수를 진동수와 초기변 형률에 따라 실험을 통해 구하였다. 질량행렬의 모든요소를 쉽게 구할 수 있는 간단 한 시험구조물을 제작하고 여기에 고무아운트를 부착하여 6자유도를 갖는 모의 엔진- 마운트계를 구성한 후 가진실험을 통해 얻은 오무드 매개변수들과 고무의 물성치를 이 용한 컴퓨터 시뮬레이션의 결과를 비교함으로써 고무아운트 모형의 타당성을 검증하였 다. 특히 본 연구에는 유압가진 실험으로부터 얻은 실험결과를 바탕으로 고무의 강 성계수를 주파수의 1차함수로 고려한 경우와 전진동수 영역에서 균일하다고 가정하는 경우를 비교하였다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2008년도 춘계학술대회논문집
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• pp.368-372
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• 2008

Habitability is one of the most important points when a passenger ship is cruising. In particular, anti-vibration design should be considered preferentially to offer passenger a comfort cabin and leisure space. But, a passenger ship is different from a general commercial ship in the view point of the structural arrangement. It is restricted within narrow limits to reinforce wide panels and local structures of a passenger ship because of its interior design. Moreover, the allowable vibratory limits for a passenger ship are much lower than those of a commercial ship. In this study are introduced the procedure of the vibration analysis, the structural improvement method for prevention of vibration and the results of vibration measurement during exciter test and sea trials.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2000년도 춘계학술대회논문집
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• pp.286-290
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• 2000

Optimal neuro-control algorithm is extended to the control of a multi-degree-of-freedom structure. An active mass driver(AMD) system on the top roof is used as an exciter. The control signals are made by a multi-layer perceptron(MLP) which is trained by minimizing a sub-optimal performance index. The performance index is a function of both the output responses and the control signals. Structure having nonlinear hysteretic behavior is also trained and controlled by using proposed control algorithm. In training neuro-controller, emulator neural network is not used. Instead, sensitivity-test data are used. Therefore, only one neural network is used for the control system. Both the time delay effect and the dynamics of hydraulic actuator are included in the simulation. Example shows that optimal neuro-control algorithm can be applicable to the multi-degree of freedom structures.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2000년도 춘계학술대회논문집
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• pp.876-880
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• 2000

Vibration problem of deckhouse structure in a container vessel was investigated through the analysis and measurement. The natural frequency of deckhouse structure was found to be resonant with main engine 4th order excitations in the operating range, major sources of which were main engine inertial moment and axial thrust of the propulsion shafting system. To investigate and solve the problem, exciter test was performed to identify the vibration chracteristics of the ship structure and mechanical balancer was installed to compensate the 4th order inertial moment. Measurement results under the conditions with and without balancer operating were compared and analyzed to confirm the balancer effect. Good coincidence was found between the measurement and analysis results, which made it possible to predict the vibration problem in the earlier design stage.