• Journal of Korean Society of Steel Construction
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• v.19 no.4
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• pp.383-393
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• 2007

A simplified model which incorporates the moment-axial tension interaction of the double-span beams in a column-removed steel frame is presented in this paper. To this end, material and geometric nonlinear parametric finite element analyses were conducted for the double-span beams by changing the beam span to depth ratio and the beam size within some practical ranges. The beam span to depth ratio was shown to be the most influential factor governing the catenary action of the double-span beams. Based on the parametric analysis results, a simplified piece-wise linear model which can reasonably describe the vertical resisting force versus the beam chord rotation relationship was proposed. It was also shown that the proposed method can readily be used for the energy-based progressive collapse analysis of steel moment frames.

• Journal of the Korea Concrete Institute
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• v.24 no.3
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• pp.285-292
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• 2012

Fixed connection is generally used for beam and column connections of concrete structures, but significant damages at the connection due to severe earthquakes have been reported. In order to reduce damages of the connection and improve seismic performance of the connection, several innovative connections have been suggested. One newly proposed connection type allows a rotation of the connection for applications in rotating or rocking beams, columns, and shear walls. Such structural elements would provide a nonlinear lateral force-displacement response since their contact depth developed during rotation is gradually reduced and the stress across the sections of the elements is non-linearly distributed around a contact area, which is called an elastic hinge region in the present study. The purpose of the present study is to define the elastic hinge region or length for the rocking columns, through investigating the cross-sectional stress distribution during their lateral behavior. Performing a finite element analysis (FEA), several parameters are considered including axial load levels (5% and 10% of nominal strength), different boundary conditions (confined-ends and cantilever types), and slenderness ratios (length/depth = 5, 7, 10). The FEA results showed that the elastic hinge length does not directly depend on the parameters considered, but it is governed by a contact depth only. The elastic hinge length started to develop after an opening state and increased non-linearly until a rocking point(pre-rocking). However, the length did not increase any more after the rocking point (post-rocking) and remained as a constant value. Half space model predicting the elastic hinge length is adapted and the results are compared with the numerical results.

• Proceedings of the IEEK Conference
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• 2003.07a
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• pp.174-177
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• 2003

본 논문에서는 주파수 자원 고갈에 대한 문제를 해결할 수 있는 실내 UWB (Ultra Wide Band) 무선 채널에 대해 소개하고, UWB 무선 채널에서의 신호를 획득하는 방법에 대해 제안한다. IEEE 802.15.TG3a 표준화 위원회에서 제시하는 채널 모델에 대한 이해를 바탕으로 차등 부호 상관을 적용한 신호 획득에 대해 설명하며 이를 UWB 무선 채널에 적용하여 모의 실험을 통해 성능을 분석한다. 신호 획득의 성능 평가 기준으로 신호대 잡음비에 따른 검파 확률을 (Detection Probability) 보여주며, 한 채널 모델에 대해 m-수열의 길이에 따른 성능과 수열의 종류에 따른 성능, 그리고 부호 상관을 적용하는 방법에 따른 성능을 분석한다.

• Proceedings of the Korean Society for Agricultural Machinery Conference
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• 2002.02a
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• pp.180-185
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• 2002

본 연구에서는 선행연구에서 개발한 식물공장 시스템을 확장하여 가상의 식물공장을 설계하고 운영하는 시뮬레이션을 수행하였으며 그 결과는 다음과 같다. 1. 식물공장의 개별 장치들의 성능과 크기에 관한 수학적 모델을 구하였으며 작물의 로지스틱 생장 모델에 따라 재배장치를 배열하였다. 2. 동일조건 하에서 여러 가지 변수를 변화시키며 식물공장의 면적, 재배장치의 길이 등을 시뮬레이션 해보았으며 또한 식물공장의 연간 고정비 및 소득도 비교했다. 3. VRML을 이용하여 3차원 컴퓨터 그래픽을 이용한 가상의 식물공장을 만들어 사용자가 가상현실 속에서 둘러볼 수 있었으며, 가상 식물공장은 인터넷을 통해 WWW으로 제공할 수 있었다.

• Journal of the Institute of Electronics Engineers of Korea SD
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• v.41 no.12
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• pp.27-34
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• 2004

The study on the RF substrate circuit is necessary to model RF output characteristics of deep submicron MOSFETs below 0.2$\mum$ gate length that have bun commercialized by the recent development of Si submicron process. In this paper, direct extraction methods are developed to apply for a simple substrate resistance model as well as another substrate model with connecting resistance and capacitance in parallel. Using these extraction methods, better agreement with measured Y22-parameter up to 30 GHz is achieved for 0.15$\mum$ CMOS device by using the parallel RC substrate model rather than the simple resistance one, demonstrating the RF accuracy of the parallel model and extraction technique. Using this model, bias and gate length dependent curves of substrate parameters in the RF region are obtained by increasing drain voltage of 0 to 1.2V at deep submicron devices with various gate lengths of 0.11 to 0.5㎛ These new extraction data will greatly contribute to developing a scalable RF nonlinear substrate model.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.29 no.6
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• pp.547-554
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• 2016

In this study, nonlinear finite element analysis based on the Modified Compression Field Theory has been conducted to evaluate shear strength of RC walls with opening. On the analysis, reinforcement ratio within development length of rebars nearby the opening was reduced in the model in order to investigate the effect of opening on shear strength of RC shear walls. The nonlinear finite element analysis has been verified through comparison with the test result in literature. Through the verification, it was investigated that the analysis considering the development length of rebars well reflected the effect of an opening on shear strength of RC shear walls while current design provisions did not reasonably consider one.

• Journal of the Korean Society of Propulsion Engineers
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• v.7 no.3
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• pp.30-37
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• 2003

Spray angle of dual swirl injector is established according to the velocity ratio at orifice exit. Due to the internal mixing at recess and lack of correlation for the combined two fluid injection, prediction of spray angle is very difficult. This study deal with experimental work and numerical simulation on spray angle with different recess length. Among the multiphase flow models, the VOF model was selected to simulate the spray angle. Feasibility of numerical analysis are confirmed by comparing the results with the experimental data, and the effect of recess on spray angle are analyzed for single and combined spray case.

• Asian Journal of Turfgrass Science
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• v.7 no.2_3
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• pp.95-101
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• 1993

1992년 6월부터 1993년 9월 동안에 서울에서 이루어진 바랭이와 잔디의 분지형(branching pattern)과 유효엽면적(effective leaf area)에 대한 정량적 연구 결과는 다음과 같다. 1. 분지 끝 지점의 2차원적인 위치는 수학적 방식을 이용한 이론적 모델에 의해 분지사이의 각과 분지 길이들이 상대적인 비를 이용하여 계산할 수 있다. 2. 분지각과 분지길이의 상대적인 비는 바랭이나 잔디의 개체와 군락의 전체적인 구조를 효과적으로 분석하는데 있어 매우 적절하게 사용될 수 있다. 3. 시간에 따라 변화되는 분지형을 명확히 분석하기 위해 positive feedback theory를 성장 분석 모델로 적용하였다. 4. 분지의 마디 배열은 봄에서 여름에 이르는 생장 기간동안에 변화됨을 나타내었다. 주지(mother branch)와 복지(daughter branch)사이의 각은 적정치에 수렴하는 양상을 보였으며 그 평균값은 바랭이가 50도, 잔디가 59도임을 알 수 있었다. 5. 야외에서 관찰된 실험적 측정치아 모식적 구성을 통해서 최대 물질 생산과 연관된 햇빛 흡수와 수용의 극대화를 위한 분지형과 최대 유효엽면적의 상관 관계를 분석하였다. 6. 따라서 수학적 모식을 이용한 분지형 분석은 실험적 측정치와 잘 일치하며, 이런 수관형의 형성은 유전적 요소와 환경적 요소에 의해 영향을 받을 뿐만 아니라 식물의 적응적 중요성을 지니는 유효잎면적, 관수용 및 광합성과 물질생산의 극대화를 분석하는데도 유효하게 쓰일 수 있다.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.3 no.2
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• pp.72-80
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• 1991

This study presents the behavior of unsteady saline wedge in which it is examined velocity profile variations at the lower layer (inner wedge) and wedge tip responses to a tidal action in a rectangular open channel. Unsteady saline wedge has just tidal excursions corresponding to tidal amplitudes at the river mouth, although two wedge tips in flood and ebb tide remarkably have different shapes. Maximum velocities at the lower layer appear immediately from high water to low water level (or low to high water). Numerical computation results obtained by only just interfacial friction factor at the steady state show satisfactory agreements with experimental data. However, the numerical model on one-demensional two-layer flor still has some problems to date.

• Journal of the Korea Concrete Institute
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• v.23 no.5
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• pp.569-579
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• 2011

Reinforced concrete walls subjected to cyclic loading show complicated inelastic behaviors varying with aspect ratio, re-bar detail, and loading condition. In the present study, a macro model for nonlinear analysis of reinforced concrete walls was developed. For exact prediction of inelastic flexure-compression and shear behaviors, the macro model of the wall was idealized with longitudinal and diagonal uniaxial elements. The uniaxial elements consist of concrete and re-bars. Simplified cyclic models for concrete and re-bars under uniaxial loading was used. For verification, the proposed model was applied to slender, lowrise, and coupled walls subjected to cyclic loading. The results showed that the proposed method predicted the nonlinear behaviors of the walls with reasonable precision.