• Geomechanics and Engineering
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• 제34권5호
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• pp.529-545
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• 2023

The coupled soil-pile-structure seismic response is recently in the spotlight of researchers because of its extensive applications in the different fields of engineering such as bridges, offshore platforms, wind turbines, and buildings. In this paper, a simple analytical model is developed to evaluate the dynamic performance of seismically isolated bridges considering triple interactions of soil, piles, and bridges simultaneously. Novel expressions are proposed to present the dynamic behavior of pile groups in inhomogeneous soils with various shear modulus along with depth. Both cohesive and cohesionless soil deposits can be simulated by this analytical model with a generalized function of varied shear modulus along the soil depth belonging to an inhomogeneous stratum. The methodology is discussed in detail and validated by rigorous dynamic solution of 3D continuum modeling, and time history analysis of centrifuge tests. The proposed analytical model accuracy is guaranteed by the acceptable agreement between the experimental/numerical and analytical results. A comparison of the proposed linear model results with nonlinear centrifuge tests showed that during moderate (frequent) earthquakes the relative differences in responses of the superstructure and the pile cap can be ignored. However, during strong excitations, the response calculated in the linear time history analysis is always lower than the real conditions with the nonlinear behavior of the soil-pile-bridge system. The current simple and efficient method provides the accuracy and the least computational costs in comparison to the full three-dimensional analyses.

• 한국항공우주학회지
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• 제38권7호
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• pp.702-708
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• 2010

반작용휠의 경우 위성 탑재체에 영향을 미치는 가장 큰 고주파수 교란 중 하나로 평가되고 있다. 위성의 높은 지향-안정성 보장과 영상품질 향상을 위해서 이러한 진동원들에 대한 진동저감장치의 적용이 요구되고 있다. 따라서 효과적 진동저감장치 개발을 위해서는 반작용휠의 정확한 휠/교란 모델링이 선행되어야 한다. 본 연구에서는 반작용휠 구조모델과 교란에 대한 모델링 기법에 대해서 기술하였다. 해석적 휠 및 교란모델을 이용하여 플라이휠의 구동에 의해 발생하는 교란력을 계산하였다. 휠의 교란력에 대한 주파수 특성을 이용하여 휠/교란 모델 변수들의 추정기법을 제시하였으며, 모델링 기법의 정확성을 해석적으로 검증하였다. 또한, 다양한 교란력 계수 추정법을 비교하여 본 연구에서 제시한 휠 및 교란 모델링 기법의 필요성을 확인할 수 있었다. 본 연구에서 제시한 휠 및 교란 모델링 기법은 휠 진동저감 장치의 개발에 유용한 모델로 활용될 것으로 판단된다.

• 분석과학
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• 제11권1호
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• pp.8-12
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• 1998

2,2'-Biimidazole은 glycol과 ammonium 용액을 반응하여 합성하였다. 2,2'-biimidazole의 정확한 화학적 구조는 trans ($C_{2h}$) 또는 cis ($C_{2v}$)형 중 하나로 발표되었다. 본 실험은 2,2'-biimidazole의 화학 구조를 규명하기 위하여 FTIR과 Raman Spectrum의 서로 상호보완작용을 이용하여 분석하였으며, 그 외 $^1H$, $^{13}C$ NMR, computer molecular modeling도 사용하였다. 2,2'-biimidazole의 구조는 FTIR과 Raman 스펙트럼을 비교 분석한 결과 cis ($C_{2v}$) 보다는 trans ($C_{2h}$)로 판명되었다. 이 결과는 computer molecular modeling과 X-ray crystallography의 실험 결과와 일치한다. 본 연구는 pyridine nitrogen을 함유한 chelating 성질을 지닌 2,2'-biimidazole의 구조 규명에 좋은 증거로 사료된다.

• 대한전자공학회논문지SD
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• 제41권1호
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• pp.9-14
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• 2004

본 논문에서는 Si의 유효 이온화 계수를 온도 함수로 추출하였고, 이 유효 이온화 계수를 이용하여 Si $p^+n$ 접합에서의 항복 전압을 위한 해석적 표현식을 온도 함수로 유도하였다. 100K 300K 및 500K일 경우, 해석적 항복 전압 결과는 $10^{14}cm^{-3}{\~} 10^{17}cm^{-3}$의 농도 범위에서 실험 결과 및 시뮬레이션 결과와 비교하여 오차 범위 $3\%$ 이내로 잘 일치하였다.

• 대한기계학회논문집A
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• 제31권7호
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• pp.764-776
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• 2007

On the human-rifle system, the human body is affected by the firing impact. The firing impact will reduce the firing accuracy and change the initial shooting posture. Therefore the study of biomechanical characteristics using human-rifle modeling and numerical investigation is needed. The musculoskeletal model is developed by finite element method using beam and spar elements. In this study structural analysis has been performed in order to investigate the human body impact by firing of 5.56mm small caliber machine gun. The firing experiments with the standing shooting postures were performed to verify analytical results. The result if this study shows analytical displacements of the human-rifle system and experimental displacements of the real firing. As the results, the analytical displacement and stress of human body are presented.

• Wind and Structures
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• 제15권6호
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• pp.495-508
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• 2012

The present paper is focused on the prediction of the acrosswind aeroelastic response of square tall buildings. In particular, a semi-analytical procedure is proposed based on the assumption that square tall buildings, for reduced velocities corresponding to operational conditions, do not experience vortex shedding resonance or galloping and fall in the range of positive aerodynamic damping. Under these conditions, aeroelastic wind tunnel tests can be unnecessary and the response can be correctly evaluated using wind tunnel tests on rigid models and analytical modeling of the aerodynamic damping. The proposed procedure consists of two phases. First, simultaneous measurements of the pressure time histories are carried out in the wind tunnel on rigid models, in order to obtain the aerodynamic forces. Then, aeroelastic forces are analytically evaluated and the structural response is computed through direct integration of the equations of motion considering the contribution of both the aerodynamic and aeroelastic forces. The procedure, which gives a conservative estimate of the aeroelastic response, has the advantage that aeroelastic tests are avoided, at least in the preliminary design phase.

• Computers and Concrete
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• 제10권2호
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• pp.173-196
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• 2012

Experimental results of cyclic reversed lateral force test on a two-story reinforced concrete shear wall sub-assemblage are simulated analytically by using the PERFORM-3D program. A comparison of experimental and analytical results leads to the following conclusions: (1) "Shear Wall" and "General Wall" models with "Concrete shear" cannot simulate the pinching phenomena due to shear and show larger amounts of inelastic energy absorption than those in the experiment. (2) Modeling a story-height wall by using two or more "General Wall" elements with "Diagonal shear" in the vertical direction induces the phenomenon of swelling-out at the belly, leading to the erroneous simulation of shear behaviors. In application to tall building structures, it is recommended to use one element of "General Wall" with "Diagonal shear" for the full height of a story. (3) In the plastic hinge area, concrete deformations of analytical models overestimate elongation and underestimate shortening when compared with experimental results.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2001년도 춘계학술대회 논문집
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• pp.287-295
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• 2001

The purpose of this paper to describe an analytical model that is capable of reproducing the hysteretic behavior of beam-column joints under cyclic loading and to suggest the variable of hysteretic model for the inelastic analysis of R/C frame structures to do this quasi-static analysis using IDARC program was performed for the beam-column joints. The effort to obtain the result of analysis similar to those of experiment was made by determining the value for hysteretic parameters representing stiffness degradation, strength deterioration and pinching effect. The accuracy and reliability of the proposed analytical model was demonstrated by comparison of load-displacement relation, maximum strength, stiffness degradation and energy dissipation.

• 전기학회논문지
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• 제64권1호
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• pp.64-71
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• 2015

This paper deals with analysis of armature reaction magnetic field of linear generator with three phases coreless/cored type concentrated winding. On the basis of a magnetic vector potential and Maxwell's equations, governing equations to predict armature reaction field are derived, and current density modeling is also performed analytically by using the Fourier series expansion. The analytical method used in this paper is confirmed by comparing with finite element analysis results.

• Journal of Power Electronics
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• 제13권4호
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• pp.552-557
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• 2013

This paper proposed an analytical model for the distributed magnetic field analysis of interior permanent magnet-type blush-less direct current motors under the stator-turn fault condition using the winding function theory. Stator-turn faults cause significant changes in electric and magnetic characteristic. Therefore, many studies on stator-turn faults have been performed by simulation of the finite element method because of its non-linear characteristic. However, this is difficult to apply to on-line fault detection systems because the processing time of the finite element method is very long. Fault-tolerant control systems require diagnostic methods that have simple processing systems and can produce accurate information. Thus analytical modeling of a stator-turn fault has been performed using the winding function theory, and the distributed magnetic characteristics have been analyzed under the fault condition. The proposed analytical model was verified using the finite element method.