• Geophysics and Geophysical Exploration
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• v.9 no.1
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• pp.93-101
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• 2006

In this study, we propose a joint inversion method, using genetic algorithms, to determine the shear-wave velocity structure of deep sedimentary layers from receiver functions and surface-wave phase velocity. Numerical experiments with synthetic data indicate that the proposed method can avoid the trade-off between shear-wave velocity and thickness that arises when inverting the receiver function only, and the uncertainty in deep structure from surface-wave phase velocity inversion alone. We apply the method to receiver functions obtained from earthquake records with epicentral distances of about 100 km, and Rayleigh-wave phase velocities obtained from a microtremor array survey in the Kanto Plain, Japan. The estimated subsurface structure is in good agreement with the previous results of seismic refraction surveys and deep borehole data.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2004.05a
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• pp.71-71
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• 2004

일반적으로 동흡진기는 하나의 가진진동수에 의해 진동하는 감쇠가 작은 기계나 구조물에 효과적으로 적용되고 있다 대부분의 동흡진기의 적용 사례는 주 진동이 유발되는 부위, 또는 진동을 억제해야하는 부위에 직접적으로 동흡진기를 부가하여 효과를 얻는 방식을 택하고 있다. 그러나 절연기를 설치 할 수 없는 경우라든지, 절연기로는 한계가 있는 경우, 이미 설치가 완료된 기계 시스템에 절연 변경이 곤란한 경우 또는 국부 진동모드에 대한 진동저감을 할 때는 동흡진기에 대해 보다 일반적인 접근 방법이 필요하며 질량과 스프링계를 부착하기 힘든 경우나 억제시키려는 부위에 설비나 기기의 성능을 저해할 수 있는 경우에는 부득이 그 위치를 변경시켜 줘야 할 경우가 생긴다 할 수 있다.(중략)

• Journal of the Korean Geotechnical Society
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• v.22 no.4
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• pp.105-111
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• 2006

Earthquake strong motion recordings from two deeply embedded sites with instrumented structures and free-field accelerographs are used to evaluate variations between foundation-level and free-field ground motions. The foundation free-field ground motion variations are quantified in terms of frequency-dependent transmissibility function amplitude, ${\mid}H\mid$. Comparisons are then performed with an analytical model for the assumed conditions of a rigid base slab and a vertically propagating, coherent incident wave. The limiting assumptions of the model are not strictly satisfactory for actual structures, and the results of the analysis reflect not only incoherence effects, but also possible foundation flexibility and wave inclination effects. Nonetheless, the simple analytical model is in an acceptable agreement with the empirical analysis and appears to be applicable in practice.

• Proceedings of the KIEE Conference
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• 2007.07a
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• pp.1904-1905
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• 2007

한의학적 중요 진단방법의 하나인 맥진은 한의사 경험에 의해 구전되거나 전수되어 판단 기준이 모호하여 객관화 및 표준화하기 어려운 상황이다. 이를 위해 한의사가 맥진에서 측정하는 물리적 요소를 신뢰성 있게 측정할 수 있는 맥진기 개발이 진행되었으며, 측정된 맥진기 데이터를 이용하여 맥의 부/침, 허/실, 대/세의 정도를 판별할 수 있는 함수식을 만들어 향후 맥진을 자동으로 진단할 수 있도록 알고리즘을 산출하는 연구를 수행중이다. 그런데 맥진기는 환자의 맥파 신호 이외에 다른 정보를 고려하고 있지 않고 있지만 임상에서 한의사들은 환자의 키와 몸집 등 눈으로 관찰된 환자정보를 반영하여 맥진을 한다. 따라서 본 연구에서는 환자의 기초 정보 중, BMI가 맥진에 영향을 줄 것으로 가정하고, BMI와 연관성이 있을 것으로 예상되는 부/침, 허/실, 대/세의 판별함수 결과 값을 이용하여 BMI의 등급에 따라 비교 분석하였다. 그 결과 부/침의 정도는 비만인 그룹에서 맥이 가라앉아있고 저체중인 그룹에서는 맥이 떠있는 경향이 나타났고, 대/세의 정도는 비만인 그룹에서는 맥의 굵기가 넓고 저체중의 집단에서는 맥의 굵기가 좁은 경향이 나타났다. 따라서 부/침, 대/세를 판별하는 진단 알고리즘을 개발할 경우 개인의 BMI를 고려한 진단 알고리즘이 연구되어야 하겠다.

• The Journal of the Acoustical Society of Korea
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• v.29 no.2
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• pp.118-124
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• 2010

In this paper, design parameters of dynamic vibration absorber, which is used to reduce bending vibrations of a vehicle drive line, is optimized. For obtaining the correct dynamic response characteristics, a flexible-body drive line is made by applying the flexibility data extracted from vibration analysis of propeller shafts to the drive line dynamic model. Inner tube mass, rubber stiffness and rubber damping coefficient of the dynamic vibration absorber are taken as design parameters for optimization. To minimize the vertical acceleration of the drive line, a second-order regression equation of the objective function is generated by performing the central composite experimental design with 3 factors, 2 levels and 15 test runs. And the design parameters of the dynamic vibration absorber are determined by using optimization program. The vehicle model with optimized dynamic vibration absorber reduces the vertical acceleration peak of the drive line by 17.1 % in compared with the initial model.

• Journal of the Korean Institute of Telematics and Electronics
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• v.22 no.1
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• pp.46-52
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• 1985

The modulo PLL was applied to the implementation of frequency synthesis with the narrow channel spacing, many channels and three different frequency bands. So , VCO (voltage controlled oscillator) designed In this paper is suitable for the device with three different frequency bands 10Hz, 40Hz, 400Hz channel spacing, and 512 channels.

• Proceedings of the KIEE Conference
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• 2006.07c
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• pp.1603-1604
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• 2006

본 논문은 구멍(aperture)이 나있는 육면체 진기에 전자파가 조사 되었을 때, 공진기 내부에 침투한 전자파를 Modal MoM 수치계산법을 이용하여 추정하였다. 공진기 내부의 전자파는 cavity Green 함수로, 외부는 자유 공간 Green 함수로 표현 할 수 있고, 구멍이 난 부분에서 전계와 자계의 접선 성분이 연속하다는 경계조건을 이용하여, 차폐하고자 하는 도체공간 내부에 침투한 전자파를 알 수 있다.

• Journal of Korean Society for Geospatial Information Science
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• v.2 no.2 s.4
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• pp.55-65
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• 1994

In this study, we have acquired the related data of the important culture assets in this country by using close range photogrammetry and GSIS. Also, we have generated database of curtural assets and we have been developing culture assets information system to manage the data effectively. As result of this study, we could facilely operate this system by converting dulistic management to unitary. Therefore, we will act of a part of rearing for effect of many important cultural properties and the domestic information industry from this study.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.20 no.6
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• pp.769-778
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• 2007

In this paper, excitation systems using linear mass shaker (LMS) and active tuned mass damper (ATMD) are presented in order to simulate the wind induced responses of a building structure. The actuator force for the excitation systems is calculated by using the inverse transfer function of a target structural response to the actuator. Filter and envelop function are used such that the error between the wind and actuator induced responses is minimized by preventing the actuator from exciting unexpected modal response and initial transient response. The analyses results from a 76-story benchmark building problem in which wind load obtained by wind tunnel test is given, indicate that the excitation system installed at a specific floor can approximately embody the structural responses induced by the wind load applied to each floor of the structure. The excitation system designed by the proposed method can be effectively used for evaluating the wind response characteristics of a practical building structure and for obtaining an accurate analytical model of the building under wind load.

• 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.