• Proceedings of the Korean Vacuum Society Conference
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• 2013.02a
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• pp.248-248
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• 2013

저소음, 저진동이 장점인 맥동관형 냉동기 및 이를 이용한 크라이오 펌프를 국산화하는 연구개발사업이 상당히 진전되어 첫 번째 시제품을 완성했다. 3개월 여에 걸쳐 냉동기 냉동능력, 진동 및 펌프 냉각시간을 포함해서 질소, 수소 또는 알고에 대한 펌프 배기속도, 배기용량, 최대유량, 교차값, 알곤회복시간 등 규격, 비규격을 통틀어 모든 평가항목을 망라하는 펌프 배기 성능시험을 완료했다. 성능평가결과에 나타난 시제품의 장단점을 분석하여 보완 및 개선점을 찾고 이를 완제품 제작에 반영하려고 한다. 내경 14인치인 크라이오 펌프 시제품의 질소 배기속도는 목표치를 30% 정도 상화하여 4,600 L/s가 나왔고 배기용량은 약 45만 $mbar{\cdot}L$에 달했으며 교차값은 2,200 $mbar{\cdot}L$로 측정되었다. $5{\times}10^{-8}$ mbar 기준 알곤 회복시간은 2분 정도로 5분 이내라는 기준을 만족했다. 한편 20 K까지 펌프 냉각시간이 135분이므로 15분 이상 단축이 필요한데 이는 열차폐 특히 배플의 열적설계를 개선함으로써해결하려고 한다. 그리고 수소에 대한 배기성능 개선을 위해 활성탄 어레이의 제작공정을 표준화할 필요가 있다.

• The Korean Journal of Applied Statistics
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• v.13 no.2
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• pp.525-540
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• 2000

Characteristics of precipitation in Seoul have been examined by using long-term observational data. Precipitation records from modern rain gauges were used for 1908-1996, together with the traditional Korean rain gauge (called Chukwookee) observations for 1777-1907. A linear trend analysis of seasonal total rainfall shows no significant trends over the last 200 years A wavelet transform analysis was performed to figure out the transient variations of precipitation.

• Journal of the korean Society of Automotive Engineers
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• v.8 no.3
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• pp.1-8
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• 1986

자동차 동력전달계통의 중요부분을 이루고 있는 치차장치는 고장의 영향도가 대단히 높은 장치일 뿐만 아니라 점검과 열화, 손상검지가 곤란한 장치이다. 지금까지, 치차진단기술의 연구는, 구미 에서는 성행하고 있음에도 불구하고, 국내에서는 그다지 되고있지 않다. 이와 같은 상황을 근거로 하여, 본 연구실에서는 치차진단기술의 연구개발에 착수하여, 그 첫 번째 단계로서, 현상의 기술 및 연구내용을 조사하였다. 그들중에서 중요하다고 생각되는 것을 여기에 소개한다. 치차장치의 내부에 이상이 생기면, 진동과 이음이 생기기도 하고 속도변동 등을 일으킨다. 또, 윤활유 중의 금속분이 증가하거나, 온도가 상승하기도 한다. 이와같은 이상의 정보를 포함하는 것을 징후 parameter라고 말한다. 이들 몇 개인가의 parameter중, 치차결함의 검출은, 진동과 음이 가장 좋은 parameter라고 생각되고 있다. 따라서 진단기술의 연구는, 거의 대개가 치차로부터 나오는 진동과 음의 발생기구와 신호처리에 관한 것이다. 전자로는 (1) 치차의 마모모델과 발생진동수 (2) 각종 결함고 발생진동수 후자로는 (3) 시간평균화처리 (4) Cepstrum (5) fluctuation 분석 등이 있다.

• Journal of the KSME
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• v.24 no.6
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• pp.446-451
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• 1984

최근 기계구조물로부터 발생되는 소음. 진동의 수준을 평가하고 그 대책을 수립하는데 스펙트 럼분석(spectral analysis)과 상관기술(correlation technique)의 이용도가 점증하고 있다. 전자계 산기에 의한 데이터처리기술의 진보에 따라 불규칙한 입력을 받는 기계구조물의 고유진동수추정 및 진동모우드해석, 많은 소음. 진동원을 갖는 플랜트. 선박. 차량기기등의 발생원검출 및 기여 량파악, 그리고 acoustic emission 및 bispectrum에 의한 기기이상진단기술에 적용함으로써 공 학분야에서 한층 중요한 위치를 점하고 있다. 따라서 본 강좌에서는 먼저 상관해석에 의한 스 펙트럼의 정의에 대해서 기술하고 샘플링이론에 만족하는 시간간격으로 샘플링함으로써 얻어지는 시계열데이타를 Fourier 변환하여 주파수영역에서 계의 특성을 해석하는 원리 및 기여함수에 대해 설명하고자 한다. 그리고 입력원간에 상관이 존재하는 경우에 있어서 소음. 진동원을 검 출하고 기여량을 추정할 수 있는 방법으로서의 다차원스펙트럼해석법에 대해 간단하게 기술하 고자 한다.

• Transactions of the Korean Society of Mechanical Engineers
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• v.16 no.3
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• pp.411-418
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• 1992

본 연구에서는 인장하중을 받는 균열이 없는 박판 시험편과 45˚경사균열시험 편의 고유진동수 측정을 위하여 레이저 홀로그래피법을 이용하여 진동모드 측정을 하 여 그 결과를 비교분석하는 실험방법을 택하였으며, 균열이 없는 박판에 대해서만 무 차원하중의 증가에 따른 고유 진동수의 변화관계를 실험치와 Ritz Method에 의한 유한 요소 해석치와 비교하였다.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.26 no.6
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• pp.463-470
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• 2013

In this paper, 2D simple analyses were performed in order to predict the large torsional oscillations in a suspension bridge based on Makenna and Tuama model(2001). The existing model(Makenna and Tuama, 2001) has shown unrealistic results as the wind speed increases and frequency decreases. Furthermore, resonance could not be simulated by the existing model. Therefore, in this study, new model was proposed with a consideration of the torsional resistance. The vertical and rotational behaviors of the deck in the suspension bridge were analyzed. Analysis results showed that at first vertical oscillations were observed and it was gradually transformed to the rotation oscillations. With the consideration of the torsional resistance, it was shown that vertical behavior were stabilized as time passed. However, the rotational behavior was not stabilized and was kept until the end of analysis. Beat periods decreased while the wind speed increased. The resonance of the rotational mode was dependent to the rotational resistance. Obtained results could be applied for the design of the suspension bridge under the wind load.

• Composites Research
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• v.32 no.1
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• pp.78-84
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• 2019

This study focused on the prediction of the long-term performance of carbon fiber/epoxy composites using Dynamic Mechanical Analysis (DMA) and Time-Temperature Superposition (TTS). Single-frequency test, multi-frequency test, and creep TTS test were performed. A sinusoidal load of $20{\mu}m$ amplitude was applied while increasing the temperature from $-30^{\circ}C$ to $240^{\circ}C$ at $2^{\circ}C/min$ for the single-frequency test and the multi-frequency test. The frequencies applied to the multi-frequency test were 0.316, 1, 3.16, 10 and 31.6 Hz. In the creep TTS test, a stress of 15 MPa was applied for 10 minutes at every $10^{\circ}C$ from $-30^{\circ}C$ to $230^{\circ}C$. The glass transition temperature was determined by single-frequency test. The activation energy and the storage modulus curve for each temperature were obtained from glass transition temperature for each frequency by the multi-frequency test. The master curve for the reference temperature was obtained by applying the shift factor using the Arrhenius equation. Also, TTS test was used to obtain the creep compliance curves for each temperature and the master curve for the reference temperature by applying the shift factors using the manual shift technique. The master curve obtained through this process can be applied to predict the long-term performance of carbon fiber/epoxy composites for a given environmental condition.

• Transactions of the Korean Society of Mechanical Engineers B
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• v.35 no.10
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• pp.1047-1052
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• 2011

Diesel engines are widely used as power supplies for isolated islands as well as emergency power supplies for large-capacity power plants because of their rapid response to operation, high reliability, and good durability. However, diesel engines are also vulnerable to damage or degradation of reliability when high levels of vibration are generated in them. This paper shows experiments and analysis for the determination of the causes of high-vibration phenomena in large-scale diesel engines, which have experienced various power decreases over several years because of the high levels of vibration. The main cause of the vibration is identified as the resonance created by the torsional vibration of its crank axis, and the appropriate countermeasures that were designed worked well when applied in field tests.

• Journal of Korean Association for Spatial Structures
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• v.10 no.3
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• pp.65-74
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• 2010

In this study, the vibration control effect according to the installation location of the sky-bridge and the difference of natural periods of the connected buildings has been investigated. To this end, 40-story and 50-story building structures connected by a sky-bridge were used as example structures and the equivalent modeling method was used. Boundary nonlinear time history analyses were performed using El Centro and Taft earthquakes to investigate the dynamic behavior of the example structures and vibration control effect of the sky-bridge. Based on numerical results, it has been shown that displacement responses can be effectively controlled as the installation floor of the sky-bridge increases and acceleration responses can be effectively reduced when the sky-bridge is installed on the mid-stories of the example building.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.42 no.1
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• pp.23-33
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• 2022

The horizontal-to-vertical spectral ratio (HVSR) of ambient noise is widely used to identify the resonant frequency of a site. The frequency at the largest HVSR is regarded as the resonant frequency. The source of ambient noise is impossible to identify and control. Therefore, obtaining reliable HVSR of ambient noise requires sufficient measurement time and absence of near-field vibration. In this study, we investigated the minimum stabilization time required for a portable seismometer and the effect of the distance between the seismometer and artificial vibration on HVSR estimation. In the case of a soil site, the HVSR was stabilized after 5 minutes after sensor installation. In the case of a rock site, stabilization required more than an hour. Human-footsteps within 10 m of the seismometer strongly influenced the HVSR for the soil site. These results provide a field guideline when measuring ambient noise for HVSR.