• 대한전기학회:학술대회논문집
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• 대한전기학회 1992년도 하계학술대회 논문집 A
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• pp.323-326
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• 1992

In this paper, the active noise control(ANC) system using the inverse modeling techiniques is presented. The nonlinearity and time delay of the transfer function from the secondary speaker to the error microphone makes the ANC system have poor performance. To solve this problem, the inverse model technique and filtered-X LMS algorithm is using proposed. This proposed ANC system is implemented using DSP chip and operated in on-line. The experimental results show that this ANC system has better noise canceling performance than that used LMS only about 5-15[db]

• 한국수자원학회논문집
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• 제47권2호
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• pp.135-143
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• 2014

본 연구에서는 기후변화에 따른 충주댐 유입량을 모의하였으며 이때 발생되는 불확실성을 분석하였다. GCM별 불확실성을 고려하기 위해 IPCC AR4 A2 시나리오에 의한 4개의 GCM 강수량 결과를 추계학적 모형인 TFN 모형에 적용하였다. TFN 모형의 불확실성을 고려하기 위하여 정규분포를 따르는 100개의 잡음항을 생성하여 앙상블 유입량 시나리오를 생성하였고, 결과적으로 400개의 미래유입량 시나리오를 제시하였다. 분석결과 과거 30년과 비교하여 미래에는 다른 변화율을 보였으며, 모든 시나리오에서 전 기간에 걸쳐 연 유입량 증가 양상을 보였고 여름철의 유입량 증가, 봄철의 유입량 감소가 전망되었다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2004년도 추계학술대회논문집
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• pp.199-203
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• 2004

In this paper, a simplified model is studied to predict analytically the radiated noise from the helical gear system due to an axial excitation of helical gear. The simplified model describes gear, shaft, bearing, and housing. To obtain the axial force of helical gear, mesh stiffness is calculated in the load deflection relation. The axial force is obtained from the solution of the equation of motion, using the mesh stiffness. It is used as a longitudinal excitation of the shaft, which in turn drives the gear housing through the bearing. In this study, the shaft is modeled as a rod, while the bearing is modeled as a parallel spring and damper only supporting longitudinal forces. The gear housing is modeled as a clamped circular plate with viscous damping. For the modeling of this system, transfer function from the shaft to the clamped plate are used, using a spectral method with four pole parameters. Out-of-plane displacement for the thin circular plate with viscous damping is derived and sound pressure radiated from the plate is also derived. Using the model, parameter studies are carried out.

• 한국음향학회지
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• 제14권3호
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• pp.28-36
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• 1995

본 논문에서는 능동소음제어를 위하여 망각형 지연 LMS(least mean square) 알고리듬을 이용한 이중루프제어 모델을 제안하였다. 제안한 이중루푸제어 모델은 계산양을 줄이기 위해 이득과 음향시간지연인자를 이용하여 온라인으로 라우드스피커 특성 및 오차음경로를 추정한다. 이중루프구조를 통한 오차신호의 제어는 보다 견실한 제어시스템이 된다. 음향시간지연을 추정하기 위한 필터의 입력신호는 입력 마이크로폰 신호와 적응필터의 차를 사용한다. 망각형 지연 LMS 알고리듬은 비정상상태에서 계수들의 발산을 방지하기 위해 사용한다. 실제 소음신호에 대하여 제안한 이중루프제어 모델은 소음레벨이 평균 12.9dB정도 감쇠되었다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2000년도 춘계학술대회논문집
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• pp.556-562
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• 2000

This paper presents new sensitivity analysis algorithm for the dynamic response of three dimensional rectilinear type structure. This method is derived from a combination of the transfer stiffness coefficient method(TSCM) and the Newmark method. We developed dynamic response analysis algorithm by TSCM. This method has more safe computational precision and time than transfer matrix method(TMM). We defined new design variable and object function, and computated simple three dimensional computation model by TSCM. The presented analysis algorithm was validated by results of changing design variable.

• 한국의학물리학회지:의학물리
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• 제21권3호
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• pp.261-273
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• 2010

간접변환방식 CMOS (complementary metal-oxide-semiconductor) 엑스레이 디텍터 시스템의 성능 분석 및 개선을 위하여 공간주파수에 따른 DQE (detective quantum efficiency)를 모델링 하였다. 모델의 검증을 위하여 마모그라피 W/Al 선질에 대한 modulation-transfer function (MTF), noise-power spectrum (NPS)를 측정하고 이로부터 DQE를 계산하였으며, 모델과 측정된 DQE는 전체 공간주파수 영역에서 서로 잘 일치함을 확인하였다. 검증된 모델을 이용하여 형광스크린 양자효율 및 MTF, Swank 잡음, 포토다이오드 양자효율 등 CMOS 디텍터 시스템의 DQE 성능에 영향을 미칠 수 있는 다양한 디자인 파라미터의 역할을 살펴보았다. 엑스레이 디텍터 시스템의 신호 및 잡음 분석에 대해 이와 같은 선형시스템 전달을 이용한 이론적인 접근법은 이미 개발된 의료영상시스템을 이해할 수 있는 유용한 도구일 뿐만 아니라 새로운 디텍터 개발 및 최적화를 위한 도구로 활용될 수 있을 것이다.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2008년도 춘계학술대회논문집
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• pp.647-652
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• 2008

This paper focused on the application of finite element model updating technique to evaluate the structural properties of the reinforced concrete specimen using the data collected from shaking table tests. The specimen was subjected to six El Centro(NS, 1942) ground motion histories with different Peak Ground Acceleration(PGA) ranging from 0.06g to 0.50g. For model updating, flexural stiffness values of structural members(walls and slabs) were chosen as the updating parameters so that the converged results have direct physical interpretations. Initial values for finite element model were determined from the member dimensions and material properties. Frequency response functions(i.e. transfer functions), natural frequencies and mode shapes were obtained using the acceleration measurement at each floor and given ground acceleration history. The weighting factors were used to account for the relative confidence in different types of inputs for updating(i.e. transfer function and natural frequencies). The constraints based on upper/lower bound of parameters and sensitivity-based constraints were implemented to the updating procedure in this study using standard bounded variable least-squares(BVLS) method. The veracity of the updated finite element model was investigated by comparing the predicted and measured responses. The results indicated that the updated model replicates the dynamic behavior of the specimens reasonably well. At each stage of shaking, severity of damage that results from cracking of the reinforced concrete member was quantified from the updated parameters(i.e. flexural stiffness values).

• 한국소음진동공학회논문집
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• 제18권7호
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• pp.725-731
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• 2008

This paper focused on the application of finite element model updating technique to evaluate the structural properties of the reinforced concrete specimen using the data collected from shaking table tests. The specimen was subjected to six El Centre (NS, 1942) ground motion histories with different peak ground acceleration (PGA) ranging from 0.06 g to 0.50 g. For model updating, flexural stiffness values of structural members (walls and slabs) were chosen as the updating parameters so that the converged results have direct physical interpretations. Initial values for finite element model were determined from the member dimensions and material properties. Frequency response functions (i.e. transfer functions), natural frequencies and mode shapes were obtained using the acceleration measurement at each floor and given ground acceleration history. The weighting factors were used to account for the relative confidence in different types of Inputs for updating (j.e. transfer function and natural frequencies) The constraints based on upper/lower bound of parameters and sensitivity-based constraints were implemented to the updating procedure in this study using standard bounded variable least-squares(BVLS) method. The veracity of the updated finite element model was investigated by comparing the predicted and measured responses. The results indicated that the updated model replicates the dynamic behavior of the specimens reasonably well. At each stage of shaking, severity of damage that results from cracking of the reinforced concrete member was quantified from the updated parameters (i.e. flexural stiffness values).

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2000년도 춘계학술대회논문집
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• pp.571-575
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• 2000

The physical properties of the spatial model, mass, stiffness and damping matrix, can be defined by a specific natural frequency, damping ratio and mode shape. These modal parameters can be determined from a set of frequency response function(FRF) measured by exciting the structure and measuring the responses at various points around the structure. In this paper, The Transfer Matrix is obtained by experimental modal analysis for the 3-story scaled building model which TMD is installed on top and the physical properties of the spatial model is determined using the residue matrix and the location of poles from FRF measurement using polynomial curve fitting methods.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2014년도 추계학술대회 논문집
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• pp.1004-1006
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• 2014

This study was conducted to improve the understanding of factors affecting an automobile seat cushion in dynamic conditions. When there are two dummies on the seat to measure each places respectively at once, the shape of the transfer function changes because the dummies affect each other as if they are linked with some kind of a spring when under excitation. A simple two-degree-of-freedom linear model is used to define a translational stiffness of dynamic coupling phenomenon. The cushion deflection model was created to find the relation between dynamic coupling and distance. Experimental set-up was made to compare with the two-degree-of-freedom linear model. The dynamic coupling factor could be utilized to improve the dynamic comfort of automobile seats.