• Journal of the Earthquake Engineering Society of Korea
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• v.2 no.4
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• pp.63-72
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• 1998

This study is to develop a technique for micro-vibration analysis and control of concrete slabs to fulfil the vibration criteria for working environments. The proposed technique is for determining the unknown forces from accelerance of two concerned points and the micro-vibration analysis and control of concrete slabs are then validated by numerical model and structural tests. And it is recommended that the natural frequency of structures for micro-vibration control design should be above 25 Hz~30 Hz, and 1.5 times forcing frequency in case of 3~5% structural damping ratio of concrete structures.

• The Journal of the Acoustical Society of Korea
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• v.12 no.1
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• pp.12-19
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• 1993

진동시험 동안 구조물은 진동시험기로부터 높은 진동에너지를 받게 되는데 공급되는 에너지를 시험물에 전달하기 위해서는 시험물에 따라 다양한 종류의 진동시험치구가 필요하게 된다. 이중에서 T-형상 진동시험치구는 진동시험축에 대해 3방향으로 시험물을 설치할 수 있고, 형상이 간단하며, 또한 값이 저렴하므로 많은 설계자들은 T-형상 치구를 설계하여 사용한다. 그러나 이 치구는 수직판이 어떤 주파수에서 평판처럼 공진현상을 일으키기 때문에 동역학적으로 설계하기가 어렵다. 본 논문에서는 진동시험치구의 기능을 향상시키기 위해 모우드 시험(Model Testing)기법을 사용하는 방법과 시험결과를 근거로 설계변경을 위해 수직보강판, 수평보강판, 그리고 천연 고무패드를 사용하여 이것들이 치구의 동특성에 미치는 영향을 기술하며 그 결과를 치구설계 때 응용 가능하도록 한다.

• Proceedings of the Acoustical Society of Korea Conference
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• 1998.08a
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• pp.267-271
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• 1998

신경망에 의한 음절과 연속음성 인식시 동특성처리의 한방법으로 회귀신경망을 이용한다. 본 연구는 비회귀형 상위은닉층과 회귀형 하위은닉층을 가진 4층 구조의 다층회귀신경망으로 예측기를 반들어 나성화자 5명이 CV형 음절 14개, CVC형 음절 14개를 각각 5회씩 발음한 총 700개의 음성중 3회분인 420개 음성으로 학습한 후 나머지 2회분인 280개 음성으로 인식을 평가한다. 입력신호의 예측차수와 상, 하위 은닉층으 뉴런수를 변경시키면서 각각의 인식률을 조사해 본 결과 상위 은닉층의 뉴런이 10개이고 하위 은닉층의 뉴런이 10개와 15개 그리고 예측차수가 3,4차일 때 가장 양호한 인식기로 동작한다는 것을 알 수 있었다. 이 때 나타난 인식률은 Elman 망보다 다소 우세하다.

• Journal of the Korean Society of Manufacturing Technology Engineers
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• v.6 no.3
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• pp.82-88
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• 1997

This paper derives the generalized stiffness to find dynamic characteristics and its derivatives of a continuous system. And a new sensitivity analysis method is presented by using the amount of change of generalized stiffness and vibrational mode caused by the variation of stiffness. In this paper, to get or detect appropriate results, cantilever beam and stepped beam and stepped beam are used. Deviations of sensitivity coefficient, natural frequency, and vibrational mode are calculated as result, and compared with the theoretical exact values.

• Journal of the Korean Society of Manufacturing Technology Engineers
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• v.19 no.2
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• pp.191-197
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• 2010

In spite of a large amount of previous research, detail study on modified mass in proportional damping system is not well understood. It is common to predict structural dynamic design parameters due to the change of mass, but to predict the amount of modified mass and the location where the mass is being modified are rarely found in previous literature. Such inverse problem required detail analytical study in order to understand structural modification in proportional damping system. This paper predicts the modified mass and the modified mass location in proportional damping system using sensitivity coefficients and iterative method. The sensitivity coefficients are obtained from the change of eigenvectors due to mass modification. This method is applied to a horizontal beam and three degree of freedoms system. To validate the predicted changing mass and its location, the obtained results are compared to the reanalysis result which shows good agreement.

• Proceedings of the KSME Conference
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• 2003.11a
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• pp.1648-1653
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• 2003

This paper predicts the modified proportional damping structural eigenvectors and eigenvalues due to the change in the mass and stiffness of a proportional damping structure by iterative calculation of the sensitivity coefficient using the original dynamic characteristics. The method is applied to examples of a cantilever and 3 degree of freedom lumped mass model by modifing the mass and stiffness. The predicted dynamic characteristics are in good agreement with these from the structural reanalysis using the modified mass and stiffness.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2004.05a
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• pp.220-220
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• 2004

최근 들어 블리스터 포장방식은 제품을 뜯어보지 않고 제품을 확인할 수 있는 장점을 가지고 있어 여러 가지 상품포장에 이용되고 있다. 대부분의 건전지의 포장 역시 블리스터방식을 이용하여 포장을 하고 있다 그런데 카메라 및 각종 휴대용 전자장치에서 널리 사용되고 있는 리튬전지의 경우에서는 전지 자체가 가지고 있는 폭발위험성 때문에 블리스터 포장을 할 때 각별한 주의가 필요하다. 그러나 국내를 비롯한 국외에서도 일반 알카라인 전지 포장기계를 구조 변경하여 사용하고 있고 리튬전지 특성을 고려한 리튬전지 전용 블리스터 포장기는 개발되지 않고 있다.(중략)

• Transactions of the Korean Society for Noise and Vibration Engineering
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• v.16 no.5 s.110
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• pp.470-478
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• 2006

An efficient method for change of eigenvectors and eigenvalues due to the modifying proportional damping structure using sensitivity coefficients is presented. Sensitivity coefficients are determined by iteration with eigenvalue and eigenvectors before modification of system. The proposed method is applied to examples of 3 degrees of freedom system and plate by modifying mass and stiffness. The predicted change of eigenvectors and eigenvalues are in a good agreement with these from the structural re-analysis after modification of mass and stiffness.

• Journal of the Korean Society of Manufacturing Process Engineers
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• v.12 no.6
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• pp.109-116
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• 2013

Vibrations are generally recognized as the biggest concern in maintaining part' longevity of an All-in-one PC. The vibrations in PCs originate from excitation sources such as the HDD and the cooling fan. In this study, the vibrations from these sources were investigated in order to analyze the individual effects of the parameters on the structural vibrations of the PC; further, we attempted to establish design alterations that could successfully suppress vibrations, in order to achieve improved stability and part' longevity. The results show that relatively simple design alterations can substantially improve the stability of PCs.

• Transactions of the Korean Society of Machine Tool Engineers
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• v.14 no.4
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• pp.7-12
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• 2005

This study predicts the modified eigenvectors and eigenvalues of the damped structure due to the change in the mass, damping and stiffness of structure by calculation of the sensitivity coefficient using the original dynamic characteristic. The method is applied to examples of the damped 3 degree of freedom system by modifing the mass, damping and stiffness. The predicted dynamic characteristics are in good agreement with these from the structural reanalysis using the modified mass, damping and stiffness.