• Structural Engineering and Mechanics
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• 제77권6호
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• pp.809-817
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• 2021

In this study, the dynamic behavior of a three-span hybrid continuous arch bridge under vehicle loading is investigated. The natural vibration characteristics of the bridge were analyzed through pulsation test. In the dynamic loading test, the vibrations of the bridge under different truck speeds and different pavement conditions were tested, and time histories of deflection and acceleration of the bridge were measured. Based on the dynamic loading test, the impact coefficient was analyzed. The results indicate that the pavement smoothness had more impacts on the vibration of the bridge than the truck's speed. The vertical damping of the bridge under the excitation of the trucks is larger than the transverse damping. Resonance occurs at the side span of the bridge under a truck at 10 km/h.

• 대한기계학회논문집A
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• 제36권4호
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• pp.429-435
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• 2012

압연공정 중에 작업롤은 스트립과의 지속적인 마찰에 의해 마모가 발생하여, 질량 불평형이 발생하게 된다. 이러한 작업롤의 질량 불평형을 고려한 압연기의 수학적 모델을 제안하였고, 이 모델은 실험에 의해 검증되었다. 작업롤은 편심을 가진 강체 로터로 가정되어, 질량 불평형의 채터 진동에 대한 영향을 분석하였다. 스핀들의 준평형 해석을 통해 계산된 조인트 힘은 압연기의 작업롤에 외력으로 작용시켰다. 압연기의 운동방정식을 직접적분법으로 풀어 과도 응답을 얻고 주파수 분석을 수행하였다. 편심은 수직 방향의 진동보다 수평 방향의 진동에 더 큰 영향을 끼쳤는데, 작업롤 반경의 1%의 편심거리도 수평 방향 채터 주파수의 진폭을 크게 상승시킬 수 있다는 것을 확인하였다.

• 대한조선학회지
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• 제27권1호
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• pp.35-44
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• 1990

근년에 이르러 에너지 절약형선(節約型船) 개발이 촉진됨에 따라 디이젤엔진이 대구경(大口徑) 장행정(長行程) 소수(小數)실린더 저회전수화(低回轉數化)함으로써 불균형(不均衡)모멘트가 커져서 특히 중형선(中型船)에 대해 저진동수영역(低振動數領域)의 선체진동(船體振動) 방진설계(防振設計)가 주요과제로 대두되고 있다. 자동차운반선(自動車運搬船)의 경우 구조적(構造的) 특성(特性) 및 선형기하학적(船型幾何學的)인 특성(特性)이 일반상선(一般商船)과는 매우 다르다. 본 논문에서는 선체상하진동(船體上下振動), 선체수평(船體水平) 비틂연성진동(聯成振動)에 대하여 보유추(類推)이론에 의거한 해석방법의 정립을 위하여 전기 특성을 고려한 적정한 모델링방법, 부가수질량(附加水質量) 및 동 중심(中心), 부가수질량(附加水質量) 극관성(極慣性) 모멘트, 단면(斷面)의 전단계수(剪斷係數) 등의 적정한 산정방법, 수평(水平) 비틂거동(擧動)의 연성도(聯成度), modal해석(解析) 즉 mode중 첩법에 의한 강제진동응답(强制振動應答)의 계산 등에 관하여 실선(實船)에 대한 수치실험적(數値實驗的) 계산예(計算例)를 통해 일련의 고찰을 거쳐 합리적인 해석방법을 제시하였다.

• 한국철도학회논문집
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• 제16권3호
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• pp.175-182
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• 2013

전동 소음은 철도의 주요한 소음 중 하나이며, 차륜과 레일의 음향 조도에 의해 차륜 및 레일이 진동하면서 발생한다. 이러한 전동 소음의 저감 대책을 수립하기 위해서는 관련 인자들의 영향을 파악할 수 있는 예측모델이 필요하다. 본 논문에서는 차륜과 레일의 진동 특성을 이용해 전동 소음을 예측하기 위한 모델링에 관해 다루었다. 슬라브 도상 궤도에 대하여 1단 이산 탄성 지지 구조를 가진 보로 모델링 하였으며, 차륜 진동은 유한요소법을 이용한 수치해석을 적용하였다. 수직 및 수평방향 차륜-레일 집촉력들의 연성은 선형 Hertzian 접촉이론으로 모델링 하였고, 차륜과 레일의 진동 응답을 계산한 후 방사되는 소음을 예측하였다. 예측 모델의 신뢰성을 검증하기 위하여 시험차량에 대해 전동 소음을 측정하였다. 예측치가 측정치와 잘 일치하였으며, 특히 전동 소음이 주요하게 기여하는 200~4000Hz 주파수 대역에서 유사한 경향으로 나타남을 확인하였다.

• Tribology and Lubricants
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• 제35권2호
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• pp.114-122
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• 2019

High-speed rotating machinery requires low cost and reliable bearing elements with low friction, stable rotordynamic characteristics, and a simple design. This study experimentally evaluates the effects of bearing-support elements on the vibrational characteristics of a small-sized, high-speed permanent magnetic motor. A series of coast down tests from 100 krpm characterize the vibrational behaviors, rotor displacement, and housing acceleration of motors supported by ball bearings, ball bearings with a metal mesh damper, and gas foil bearings, respectively. Two eddy-current sensors installed in the horizontal and vertical directions measure the displacement of the rotor at its front nut, and a 3-axis accelerometer attached to the motor housing measures the housing acceleration. The test results reveal that synchronous (1X) vibration components most significantly affect the rotor displacement and housing acceleration, independent of the bearing-support elements. The motor supported by the deep-groove ball bearings results in the largest rotor vibrations increasing with speed; this is due to the absence of a damping mechanism. Additionally, the metal mesh damper effectively reduces the rotor displacement, housing acceleration, and sound-pressure level in the high-speed region (i.e., above 40 krpm), thus implying its substantial damping performance when installed on the outer race of the ball bearing. Lastly, the gas foil bearing supported motor yields the smallest rotor displacement, housing acceleration, and lowest sound-pressure level because of its hydrodynamic airborne operation, which does not require rolling elements that may cause mechanical friction and vibrations.

• Earthquakes and Structures
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• 제14권4호
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• pp.323-336
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• 2018

Machine foundations with impact loads are common powerful sources of industrial vibrations. These foundations are generally transferring vertical dynamic loads to the soil and generate ground vibrations which may harmfully affect the surrounding structures or buildings. Dynamic effects range from severe trouble of working conditions for some sensitive instruments or devices to visible structural damage. This work includes an experimental study on the behavior of dry dense sand under the action of a single impulsive load. The objective of this research is to predict the dry sand response under impact loads. Emphasis will be made on attenuation of waves induced by impact loads through the soil. The research also includes studying the effect of footing embedment, and footing area on the soil behavior and its dynamic response. Different falling masses from different heights were conducted using the falling weight deflectometer (FWD) to provide the single pulse energy. The responses of different soils were evaluated at different locations (vertically below the impact plate and horizontally away from it). These responses include; displacements, velocities, and accelerations that are developed due to the impact acting at top and different depths within the soil using the falling weight deflectometer (FWD) and accelerometers (ARH-500A Waterproof, and Low capacity Acceleration Transducer) that are embedded in the soil in addition to soil pressure gauges. It was concluded that increasing the footing embedment depth results in increase in the amplitude of the force-time history by about 10-30% due to increase in the degree of confinement. This is accompanied by a decrease in the displacement response of the soil by about 40-50% due to increase in the overburden pressure when the embedment depth increased which leads to increasing the stiffness of sandy soil. There is also increase in the natural frequency of the soil-foundation system by about 20-45%. For surface foundation, the foundation is free to oscillate in vertical, horizontal and rocking modes. But, when embedding a footing, the surrounding soil restricts oscillation due to confinement which leads to increasing the natural frequency. Moreover, the soil density increases with depth because of compaction, which makes the soil behave as a solid medium. Increasing the footing embedment depth results in an increase in the damping ratio by about 50-150% due to the increase of soil density as D/B increases, hence the soil tends to behave as a solid medium which activates both viscous and strain damping.

• Journal of Biosystems Engineering
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• 제29권2호
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• pp.101-108
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• 2004

The objectives of this study were to determine the natural frequency of a walking-type cultivator's handle using a modal analysis, to determine whether or not the handle resonates with forcing frequency induced by its engine, and to determine a method to reduce the handle vibration using a technique of the operational deflection shapes(ODS). Results of the study are as follows: The natural frequencies of the handle up to third harmonics were found to be 20.4, 22.5 and 92.1 Hz in the vertical direction and 14.9, 93, and 132 Hz in the horizontal direction. It was found that the handle does not resonate with the forcing frequency of the engine, which is 52 Hz. The operational deflection shape analysis revealed the deflected shapes of the handle in the vertical and horizontal directions and suggested that the handle vibration can be reduced by adding some mass to the place where the largest deflection occurs. Attaching of 1.1 kg mass adjacent to the largely deflected area resulted in reductions of vibration from 9.45 to 8.03 m/s$^2$ in x-axis direction from 3.89 to 3.16 m/s$^2$ in y-axis direction and from 7.89 to 3.09 m/s$^2$ in z-axis direction, which are respectively 15, 19 and 61% reductions. The total vibration level was reduced by 29%, indicating that mass-adding method by the ODS is very effective for reducing the handle vibrations of the cultivators.

• 대한가정학회지
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• 제38권1호
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• pp.25-38
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• 2000

This study focuses on the Russian Constructivist Textile Design in the post-revolutionary period, of the early 20th century. Russian textile of the time is highly valued in the west in terms of innovative changes in aesthetic directions, which has become one of the most important centers for the development of new textiles, or the origin of industrial design. Most of brilliant mass-production patterns were produced specially by the pioneers of constructivists such as Stepanova and Popova who were influenced by 'Maxism' through the Revolution regarded themselves as productivists for the proletariat. They were inspired by the avant-garde movements, which were involved with traditionalism, futuristic mechanism, stylization of nature, pure geometrical and abstract form. Early textile design was based on the relationship between the graphic methods of design and the technology because they regarded art as physical, intellectual and technical production. They created all the excitement made from the primary simplest forms of precise mathmatical shapes, such as the circle, the triangle, the rectangle and horizontle and vertical lines. These geometric design can be interpreted as the mechanization of the artists'labor, or methods in line with the technology of mass production, however partly roots in the rich tradition of Russian decorative art. On the other hand, stable crystalline construction on the surface reflect urban architectural complex, and the world of industry in graphic form. They were interested in illusion of movement, cinematic movement of vertical linear rhythms, optical formations and vibrations, by composing a multi-leveled constructions by several spatial planes, or color-field, and combining structures of several intersecting matrices, and superimposing parts of the forms on each other. All these characteristics of the Russian textile designs reflect the complex interactions between 'art and society' of Constructivist's idea and represent the traits of the epoch.

• 접착 및 계면
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• 제14권4호
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• pp.183-191
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• 2013

알갱이 군에 형성되는 무더기 현상을 이해하기 위하여, 좁쌀, 모래, 은박 원판 등의 알갱이 군에 대하여 수직진동 및 회전진동을 적용하여 이들의 움직임을 조사하였다. 수직진동의 경우, Gerner의 연구처럼 무더기가 형성되었으나, 알갱이 무게와 관계없이 좁쌀, 모래, 은박원판의 무더기가 순으로 형성되었고, 은박원판의 무더기는 좁쌀과 모래에 비해 훨씬 복잡하게 나타났다. 또 회전진동의 경우, 알갱이는 용기 벽과 중력 및 알갱이 끼리 탄성 밀리기에 의해 중앙부위가 위로 솟아오르는 현상이 나타났으며, 회전진동 진폭이 큰 경우엔 나선형 문양이 나타나기도 했다. 이는 알갱이 군에 원심력, 알갱이 간 인력 및 세차운동 등이 가해지면, 무더기 현상이 지연되거나 더 난잡해짐을 의미한다. 이러한 사실로부터 화공재료 등의 알갱이의 무더기 현상은 용기의 진동 특성뿐 아니라 알갱이 간 인력의 유무에 따라서도 결정됨을 알 수 있다.

• Journal of Biosystems Engineering
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• 제6권1호
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• pp.1-14
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• 1981

A laboratory model test was carried out with a newly designed model to figure out the vibration characteristics of the vibratory tillage tool according to the method of forced vibration, i.e., horizontally and vertically forced vibrations. The results are summarized as follows: 1. The reduction ratios of the draft force of the vibratory blade were 14.2-42.6% for the case where the vibration was forced parallel to the travelling direction of the blade, and 15-54.5% for the vertically forced vibration. And it was thought that the method of vertically forced vibration was preferable to the reduction of the draft force. 2. The ratio of the draft force of a vibratory blade to that of a static one could be represented as a function of V/At. It was found to be possible to reduce the draft force by taking a lower value of (V/Af) and this meant that the effictiveness of tillage practice using the vibratory system would be limited. 3. The torque to the main rotating shaft to vibrate the model blade increased frequency and amplitude. This tendency varied according to the physical properties of tested soil. In case of horizontally forced vibration, the torque was 8~34% less than in case of vertically forced vibration. 4. With the increase of frequency, the total power requirement increased linearly, and also the portion of oscillating power requirement in the total power tended to increase. The magnitude of the total power requirement was 1.4-13 times greater than that of a static one for the case of horizontal vibration, and 1.5-15 times greater for the case of vertical vibration. It was thought that the horizontal vibration of the blade was preferable to the vertical vibration in view of the power requirement. 5. A linearity was found between the amplitude of moment oscillogram and magnitude of oscillating acceleration. Only positive values of moment occurred when the blade was forced to vibrate vertically, but negative values occurred in rarity in the case of amplitude A3 when the blade was forced to vibrate horizontally.