• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 1996년도 춘계학술대회논문집; 부산수산대학교, 10 May 1996
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• pp.263-270
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• 1996

본 연구에서는 여러개의 원판형 압전소자가 부착된 판구조물의 소음제어를 다루었다. 판재의 아래에는 소음원이 위치하고 이 소음원은 판재를 가진한다. 구조물 및 압전소자는 3차원 요소, 구조물 요소 및 천이요소의 조화로 이루어지는 유한요소로 모델링 되었다. 최적화 과정의 목적함수는 구조물로부터 복사되는 소음 에너지이고 설계변수는 원판형 압전소자의 위치, 크기 및 인가되는 전압이 사용되었다. 최적설계과정에서 요구되는 자동격자형성이 언급되었다. 구조물의 공진 및 비공진 주파수에서 최적설계가 행해졌으며 괄목할 만한 소음감소를 얻었다. 이 결고는 음향 하중의 형태가 다르게 변하더라도 크게 변하지 않는 것이 밝혀졌다. 또한 한 주파수 뿐 아니라 넓은 주파수 영역에서도 압전가진기의 전압을 조정함으로써 좋은감소를 얻을 수 있다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2005년도 춘계학술대회논문집
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• pp.794-799
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• 2005

The failure of blades frequently happened in the 300MW LP turbine until now and they are maintaining the blades periodically during outage. So the blade-disk system is analysed by FEM in order to identify the main cause of failure of blade row. It is found that the stress of root's hole is highest in comparison with other parts from the result of the steady stress analysis. Also, the two dangerous frequencies which is related to the resonance condition are found in the interference diagram. one is 1,516 Hz which is related to the operating speed. The other is 2,981 Hz which is related to the 1 nozzle passing frequency. The dynamic stress analysis is per-formed to identify more accurate root cause for failure of blade row. It is confirmed that the dynamic stress of the latter is higher than one of the former. From these results, it is concluded that the former has deeply something to do with the failure of blades more than the latter. Based on versatile investigation and deliberation, the change of blade's grouping is determined to avoid the resonance condition with the operating speed. After the blade grouping is changed, the former frequency vanish completely but the latter is still in existence in the interference diagram. Fortunately, It is confirmed that the dynamic stress of the new blade grouping is lower than one of the old blade grouping. 2 years has passed since modification and the LP turbine is operated well without failure so far.

• 한국재료학회지
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• 제4권1호
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• pp.117-124
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• 1994

마이크로웨이브 Mg-Mn훼라이트에서 비자성 이온인 알루미늄으로 Fe 이온을 치환하여 포화자화를 낮출 수 있다. 이것은 마이크로웨이브 훼라이트의 사용 주파수 영역의 확장을 위해 필요하다. 이때 다른 특성의 변화가 수반되는 것은 검토해 봐야 할 점중의 하나이다. 본 연구에서는 MgO: MnO : $Fe_2O_3$를 1.0:0.1:0.95몰비로 제조한 마이크로 웨이브 훼라이트[화학식:$(MgO)_{1.0}(MnO)_{0.1}(Al_xFe_{1.9-x}O_{2.85}$]에서 AI을 0.1에서 0.4까지 첨가한 경우의 전기적.자기적 특성을 미세조직과 아울러 조사하였다. 포화자화 값은 첨가량에 따라 감소하였으며 강자성공명 선폭도 마찬가지였다. $H_c$ 값은 첨가량 0.2이상에서 103.48A/m(1.3Oe)이하로 나타났으며 각형비는 모두 우수하였다. 공명자기장은 첨가량에 따라 거의 변화가 없었다. 이상고 같은 실험결과로부터 적절한 조성범위에서 각각의 물성을 조합하여 넓은 범위의 마이크로웨이브 소자에 응용할 수 있는 제반 물성을 얻을 수 있었다.

• 대한기계학회논문집B
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• 제35권5호
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• pp.513-516
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• 2011

소형 풍력발전기 날개의 동적 거동에 대한 실험적 연구를 수행하였다. 날개를 따라 배열된 광 브레그 격자 (Fiber Bragg Grating) 센서를 이용하여 날개 표면에서의 변형률(strain)을 측정하였다. 충격 햄머 실험 (Impact Hammer Test)을 통하여, 1차 및 고차 모드의 공진주파수를 측정하였다. 광섬유 센서를 이용한 실험결과를 스트레인 게이지를 이용한 실험 결과와 비교한 결과 모드 주파수는 매우 유사하였다. 하지만, 광섬유 센서의 경우 스트레인 게이지에서 감지하지 못하는 모드를 감지할 수 있었다. 또한, 실험으로부터 얻은 변형률 모드를 이용하여 근사적으로 날개의 변위 모드를 추정하였다.

• 화약ㆍ발파
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• 제23권2호
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• pp.57-66
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• 2005

A major concern with blasting at surface mines is generation of ground vibration, air blast, flyrock, dust & fume and their impact on nearby structures and environment. A study was conducted at a coal mine in India which produces 10 million tonne of coal and 27 million cubic meter of overburden per annum. Draglines and shovels with dumpers carry out the removal of overburden. Detonation of 100 tonnes of explosives in a blasting round is a common practice of the mine. These large sized blasts often led to complaints from the nearby inhabitants regarding ground vibrations and their affects on their houses. Eighteen dragline blasts were conducted and their impacts on nearby structures were investigated. Extended seismic arrays were used to identify the vibration characteristics within a few tens meters of the blasts and also as modified by the media at distances over 5 km. 10 to 12 seismographs were deployed in an array to gather the time histories of vibrations. A signature blast was conducted to know the fundamental frequency of the particular transmitting media between the blast face and the structures. The faster decay of high frequency components was observed. It was also observed that at distances of 5km, the persistence of vibrations in the structures was substantially increased by more 10 seconds. The proximity of the frequency of the ground vibration to the structure's fundamental frequencies produced the resonance in the structures. On the basis of the fundamental frequency of the structures, the delay interval was optimized, which resulted into lower amplitude and reduced persistence of vibration in the structures.

• 한국항행학회논문지
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• 제16권3호
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• pp.433-439
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• 2012

본 논문에서는 CRLH (Composite Right/Left-Handed) 전송선로의 단위 셀이 갖고 있는 대역통과 특성을 이용하여 서로 다른 대역의 간섭을 최소화한 트리플렉서를 제안하였다. 트리플렉서의 채널 필터는 서로 다른 채널의 공진주파수에서 개방된 것과 같은 입력 임피던스를 갖고 있는데, 이러한 특성은 CRLH 전송선로의 단위 셀의 직렬 공진과 병렬 공진의 결합에 의한 것이다. 구현된 트리플렉서의 측정 결과는 삽입손실 1.5 dB 이하, 반사손실 15 dB 이하, 각 포트간 격리도 25 dB 이하가 되었다. 이러한 특성을 갖는 트리플렉는 삼중대역 증폭기의 입출력부에 연결하여 설계, 실험하였고, 그 결과는 예측된 결과와 유사한 측정결과를 얻었다.

• 한국소음진동공학회논문집
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• 제23권5호
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• pp.385-393
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• 2013

In this paper, the mechanism identification and the avoidance measures on the phenomena of transient acoustic vibration amplified at the water-supply piping system to regulate the steam temperature of the boiler reheater in 500MW class supercritical power plant are presented. The pressure pulsation waves induced by the impeller passing of two feed-water pumps with five blades are coincident with the local acoustic modes of boiler reheater water-supply piping system. There are the phenomena amplified at the peaks of 5X, 10X, 15X and 20X in spectrums of piping vibration, sound pressure, and the feed-water's pressure pulsation waves. The shut-off device is installed in the piping system for the interception of pressure pulsation waves transmitted from two feed-water pumps and the modified design change of the piping layout is applied for the acoustic resonance avoidance. The acoustic natural frequencies are separated from the harmonics of pressure pulsation waves induced by the pump impellers passing through the design change of the span length. The acoustic vibration is gone by resonance avoidance measures. As a result, more than 20 dBA reduction is achieved from 100 dBA to 80 dBA.

• 한국소음진동공학회논문집
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• 제15권9호
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• pp.1100-1107
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• 2005

The failure of blades frequently happened in the 300 MW LP(low pressure) turbine until now and they are maintaining the blades periodically during outage. So the blade-disk system is analysed by FEM in order to identify the main cause of failure of blade row. It is found that the stress of root's hole is highest in comparison with other parts from the result of the steady stress analysis. Also, the two dangerous frequencies which is related to the resonance condition are found in the interference diagram. One is 1,316 Hz. The other is 2,981 Hz which is related to the 1 nozzle passing frequency. The dynamic stress analysis is performed to identify more accurate root cause for failure of blade row It is confirmed that the dynamic stress of the former is higher than one of the latter From these results, it is concluded that the former has deeply something to do with the failure of blades more than the tatter. Based on versatile investigation and deliberation, the change of blade's grouping is determined to avoid the resonance condition with the operating speed. After the blade grouping is changed, the former frequency vanish completely but the latter is still in existence in the interference diagram. Fortunately, It is confirmed that the dynamic stress of the new blade grouping is lower than one of the old blade grouping. 2 years has passed since modification and the LP turbine is operated well without failure so far.

• 한국지반공학회논문집
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• 제33권12호
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• pp.59-73
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• 2017

3차원 유한요소 프로그램(PLAXIS 3D)를 이용한 수치해석을 통하여 동적표면하중 하에서지반-말뚝 구조물의 상호작용을 평가하였다. 수치해석에 의한 진동대 실험 형태의 하중조건 및 지반시스템에 대한 동적 p-y곡선을 산정하고 이를 통하여 말뚝-지반의 조건, 말뚝의 선단부 조건, 재하조건 등을 고려하여 매개변수 연구를 하였다. 그 결과 주파수 1.4Hz 입력 진동수가 모형 말뚝-지반 시스템의 고유진동수 1.4Hz와 거의 일치하여 공진 현상이 발생하여서 다른 진동수의 결과와 비교시 다른 p, y 값을 보이고 있다. P-y 곡선에서 이를 대표할 수 있는 경향선을 나타내는 3차 다항함수로 표현하여 결과를 정리하였다. 특히 단독 말뚝의 경우 지배적인 곡선의 형태가 수학적인 증명을 통해 타원(ellipse)임을 밝혀냈다. P-y곡선의형태가 타원인 경우는 타원 방정식을 직접 지반-구조물의 동적설계나 해석에 이용하는 것이 바람직하다고 판단된다.

• International Journal of Control, Automation, and Systems
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• 제4권3호
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• pp.325-332
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• 2006

The dynamic responses of human standing postural control were investigated when subjects were exposed to long-term horizontal vibration. It was hypothesized that the motion of standing posture complexity mainly occurs in the mid-sagittal plane. The motor-driven support platform was designed as a source of vibration. The AC Servo-controlled motors produced anterior/posterior (AP) motion. The platform acceleration and the trunk angular velocity were used as the input and the output of the system, respectively. A method was proposed to identify the complexity of the standing posture dynamics. That is, during AP platform motion, the subject's knee, hip and neck were tightly constrained by fixing assembly, so the lower extremity, trunk and head of the subject's body were individually immovable. Through this method, it was assumed that the ankle joint rotation mainly contributed to maintaining their body balance. Four subjects took part in this study. During the experiment, the random vibration was generated at a magnitude of $0.44m/s^2$, and the duration of each trial was 40 seconds. Measured data were estimated by the coherence function and the frequency response function for analyzing the dynamic behavior of standing control over a frequency range from 0.2 to 3 Hz. Significant coherence values were found above 0.5 Hz. The estimation of frequency response function revealed the dominant resonance frequencies between 0.60 Hz and 0.68 Hz. On the basis of our results illustrated here, the linear model of standing postural control was further concluded.