• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2002.11b
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• pp.317-322
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• 2002

There are many researches to identify the rigid body properties from the mass-line obtained by impact hammer testing. The correct rigid body properties of the structure may be estimated if the mass-line of the structure could be obtained exactly. When the structure is mounted by elastic materials, the mass-line cannot be read correctly from the impulse response spectrum. The reason is due to the effects of rigid body modes of mounted structure. In this paper, the effects of rigid body modes of mounted structure to the mass-line are discussed and the method to remove these effects is also presented.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2002.11a
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• pp.336.2-336
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• 2002

There are many researches to identify the rigid body properties from the mass-line obtained by impact hammer testing. The correct rigid body properties of the structure may be estimated if the mass-line of the structure could be obtained exactly. When the structure is mounted by elastic materials, the mass-line cannot be read correctly from the impulse response spectrum. The reason is due to the effects of rigid body modes of mounted structure. (omitted)

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2002.05a
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• pp.115-120
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• 2002

The rigid body properties of a structure may be estimated easily if the mass-line of the structure could be taken exactly. However, the exact mass-line may be hard to be obtained exactly in experiments. The mass line value can be read from the mass line in frequency response function. However, the mass lines in the frequency response function sometimes show the fluctuation with frequency, and it cannot be read correctly. In this paper, the wavelet transform is applied to obtain the good mass line value. The mass line calculated by using wavelet transform has unique value and showed in the range of fluctuated values of frequency response function. The rigid body properties obtained by wavelet transform also showed better results than those by fourier transform.

• Transactions of the Korean Society for Noise and Vibration Engineering
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• v.12 no.9
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• pp.725-730
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• 2002

The rigid body properties of a structure may be estimated easily if the mass-line of the structure could be taken exactly. However, the exact mass-line nay be hard to be obtained exactly in experiments. The mass line value can be read from the mass line in frequency response function. However, the mass lines in the frequency response function sometimes show the fluctuation with frequency, and it cannot be read correctly. In this paper, the wavelet transform is applied to obtain the good mass line value. The mass line calculated by using wavelet transform has unique value and showed in the range of fluctuated values of frequency response function. The rigid body properties obtained by wavelet transform also showed better results than those by fourier transform.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.21 no.11
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• pp.317-325
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• 2020

The development of a technique that can monitor the cracks, which is one of the typical types of damage, is necessary to secure the structural safety of elastically restrained cantilever-type beams with a tip mass that is used widely in infrastructure. Impedance techniques have been actively researched to detect cracks, and the cracks were estimated mainly by experimentally investigating the relationship between the crack and impedance signal. This study examined the correlation between the change in the impedance signals due to the crack, and the natural frequency obtained analytically. After updating the analysis model for the intact beam, the impedance signal was measured while gradually inflicting cracks in the cantilever-type beam, and the damage index was obtained. The results were compared with the natural frequencies calculated from the updated analysis model to investigate the correlation. A close correlation was observed between the experimentally obtained impedance damage index, and the analytically calculated natural frequency. Using this correlation, the structural characteristics could be evaluated more accurately from the damage estimation results, and the behavior of the structure could be predicted effectively using the analysis model.

• Journal of Astronomy and Space Sciences
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• v.20 no.3
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• pp.205-216
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• 2003

The attitude motion of a spin-stabilized, upper-stage spacecraft is investigated based on a two-body model, consisting of a symmetric body, representing the spacecraft, and a spherical pendulum, representing the liquid slag pool entrapped in the aft section of the rocket motor. Exact time-varying nonlinear equations are derived and used to eliminate the drawbacks of conventional linear models. To study the stability of the spacecraft's attitude motion, both the spacecraft and pendulum are assumed to be in states of steady spin about the symmetry axis of the spacecraft and the coupled time-varying nonlinear equation of the pendulum is simplified. A quasi-stationary solution to that equation and approximate resonance conditions are determined in terms of the system parameters. The analysis shows that the pendulum is subject to a combination of parametric and external-type excitation by the main body and that energy from the excited pendulum is fed into the main body to develop the coning instability. In this paper, numerical examples are presented to explain the mechanism of the coning angle growth and how angular momenta and disturbance moments are generated.

• Journal of the Earthquake Engineering Society of Korea
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• v.13 no.4
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• pp.47-55
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• 2009

The purpose of this study is to verify the transfer function of input acceleration and output control force by linearizing a velocity-dependent damping term of Liquid Column Vibration Absorber (LCVA). Analytical and experimental research is conducted to identify natural frequency, damping ratio and participated mass ratio of LCVA with various section ratios of vertical and horizontal areas. Findings obtained experimentally by the shaking table test are compared with analytical findings using optimization technique with constraints. The results indicate that the level of liquid and section ratio of LCVA affect the characteristics of damping ratio and mass ratio. Damping and mass ratio increase as the section of vertical column of LCVA decreases, due to turbulence in the elbow of LCVA.

• Water for future
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• v.37 no.3
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• pp.44-49
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• 2004

지표 수문학(surface hydrology)은 강수에 의한 수자원의 발생, 육지나 하천, 그리고 해양에서 발생하는 증발이나 유출 등에 의한 수자원의 손실과 저수지나 댐에서 수위 상승, 토양수분이나 적설의 증가, 그리고 지하수면의 상승 등에 의한 저류량의 증가 등을 종합적으로 설명하는 과학이다. 수자원의 발생이나 손실, 그리고 저류량의 증가를 설명하기 위해서는 질량보존의 법칙과 같은 단순한 물수지 방정식을 이용한다. 그러나, 지표면에서 발생되는 증발이나 식물에 의해서 발생되는 증산 등과 같은 증발산 작용은 에너지를 수반하기 때문에 수문학적인 수지를 규명하기 위해서는 물수지와 에너지수지를 동시에 이용해야 한다.(중략)

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2004.05a
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• pp.125-125
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• 2004

최근에 급속히 발달하고 있는 나노 기술(NT)파 생명공학 기술(BT)로 인해 미세한 영역에서의 역학적 측정이 중요시되고 있다. 질량, 힘, 온도, 압력 등의 기본적인 물리량들의 정확한 측정이 거시세계와 마찬가지로 나노 물질의 제조, 현상의 규명에 필수적인 요건이기 때문이다. 이중에서 미세 힘측정은 나노 압입 시험, 탄소나노튜브의 기계적 특성측정, MEMS 구조물의 특성평가, 근육 세포의 근력측정, DNA나 생체 분자력 측정 등 광범위하게 사용되고 있다.(중략)

• Journal of the Korean Wood Science and Technology
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• v.18 no.3
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• pp.69-76
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• 1990

$^1H$ 및 $^{13}C$ 핵자기(核磁氣) 공오(共嗚) 분광기(分光器), 적외선(赤外線) 흡광(吸光) 분광기(分光器)와 질량분석기(質量分析器)를 이용(利用)하여 설폰화(化) 반응(反應)의 한 반응물(反應物)이 단리(單離)되어 구조적(構造的)으로 규명(糾明)되었다. 그 화합물(化合物)은 에탄올 및 에탄올 수용액(水溶液)을 용매(容媒)로 사용(使用)하여 Sephadex LH-20상(上)에서의 반복적(反復的)인 컬럼 크로마토그래피로 단리 및 정제(精製)되었다. 규명된 화합물은 이전에 보고(報告)된 바 없는 새로운 구조의 disodium epicatechin-(4${\beta}$, 5')-disulfonate였다. 이 화합물은 온화(溫和)한 설폰화(化) 조건하(條件下)에서 최초(最初)의 친전자(親電子) 치환(置換)의 예(例)로서 catechol B 환구조(環構造)가 quinone methide 중간물(中間物)을 생성(生成)하는 한 반응기구(反應機構)가 제시(提示)되었다.