• Proceedings of the KIEE Conference
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• 2007.10a
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• pp.313-314
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• 2007

현대 로봇 분야의 개발에 있어 지능형 서비스 로봇은 모듈 기반으로 구성될 수 있다. 여기서 모듈이란 로봇의 특정 태스크들 수행하기 위해 만들어진 자동화 하드웨어 단위를 의미한다. 이러한 모듈 기반의 로봇시스템 내부는 네트워크의 이종성에 따라 다양한 네트워크들을 통해 연결될 수 있기 때문에 다중 모듈간 안정적이고 효율적인 통신을 하기 위해서는 상호운영을 위한 기술이 뒷받침 되어야 한다. 이를 위해 본 논문은 모듈기반의 로봇을 위한 통신용 미들웨어를 제안한다. 제안된 미들웨어는 네트워크 인터페이스 계층과 네트워크 적응 계층으로 나누어진다. 네트워크 인터페이스 계층은 각 이종 인터페이스들을 논리적인 채널로 추상화하는 기능을 갖는다. 반면, 네트워크 적응 계층은 모듈간의 통신을 위한 메시지 형식을 정의하고 주소할당 및 이종 네트워크를 고려한 라우팅 기능들을 갖는다. 결국, 제안된 미들웨어는 두 계층을 통해 상위 로봇 어플리케이션 개발자들에게 네트워크의 투명성을 보장할 수 있으며 모듈 기반의 로봇내에서 모듈간의 안정적이고 효율적인 통신을 지원한다.

• Proceedings of the Korea Water Resources Association Conference
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• 2015.05a
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• pp.149-149
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• 2015

한반도를 포함한 전 세계가 기후변화로 인한 가뭄과 홍수에 노출되어 있으며, 물 공급의 안정성 확보, 공공시설물과 재산 피해 등 엄청난 직 간접적인 경제적 손실이 발생하고 있다. 유역의 수문학적 거동 특성을 파악하는 일은 가뭄 및 홍수 등의 자연재해를 포함하여 수자원의 효율적 예측과 관리, 안정적인 용수공급 등을 위해 필수적인 요소이다. 특히 극치사상의 특성변화는 하천과 하천주변의 토사유입이나 침전 부유물의 재분포 등 유역 및 하천 생태계의 구조 및 기능에 영향을 줄 수 있는 요소이기 때문에 주의 깊게 살펴볼 필요가 있다. 따라서 본 연구에서는 한반도 다목적댐 중 20년 이상의 일유입량 자료를 보유한 8개 지점에 대해 일별, 계절별 변화와 기저유량에 대한 분석을 실시하였다. 또한, 태풍자료와 유역평균강우량자료를 활용하여 태풍으로 유입된 강우와 비태풍 강우를 분리하였다. 향후 극치사상에 대한 다양한 수문변화분석을 수행함에 있어 태풍과 집중호우 등 변화 요인을 분리하여 원인에 따른 변화를 진단하여 지속가능한 수자원 이용에 기초자료를 제공하고자 한다.

• Korean Journal of Legislative Studies
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• v.15 no.2
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• pp.35-65
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• 2009

This paper describes the changes in legislative rules in the U.S. House of Representatives and discusses the roles of legislative rules in public policy making. I argue that much of reform experiences in the U.S. House provide good references by which the National Assembly of the Republic of Korea may follow for its reforms. For this, I summarize primary reforms of legislative rules in the U.S. House and discuss dynamics in power distribution between committees and party leadership. These reforms are then reviewed on the basis of political stability, protection of minority rights, and legislative deliberation.

• Journal of the Korean Society of Marine Environment & Safety
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• v.20 no.5
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• pp.511-525
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• 2014

Goal of this study is estimating of validity of calculated vertical diffusion coefficient for Masan bay is semi-enclosed bay by using eco-hydrodynamic model that is used to analysis of physical structure of coastal waters and calculates the vertical diffusion coefficient. physical structure of coastal waters is calculated by EFDC model, vertical diffusion coefficient calculated as the density gradient is bigger, the vertical diffusion coefficient as density gradient is increases, the vertical diffusion coefficient is decreased. Validity of vertical diffusion coefficient estimated by reproducibility of concentration of dissolved oxygen that calculated in ecosystem model is constructed by Stella program. The Results of model in 2008~2009 were $R^2$ value of 2008 is 0.529~0.700 and $R^2$ value is 0.542~0.791. This results were similar to observed data and simulated to hypoxia at that time. The 'vertical diffusion coefficient' represents stratification and physical stable of a water body, and will be useful for prediction of Hypoxia outbreak.

• Journal of Korean Tunnelling and Underground Space Association
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• v.25 no.2
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• pp.43-63
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• 2023

With the concentration of the population in the city center and the saturation of the structures on the ground, the development of the underground structures becomes important and the construction of an adjoining tunnel that can reduce the overall problems is respected. In addition, it is necessary to apply the reinforcement construction method for the pillar part of the adjacent tunnel that can secure stability, economy and workability of the site. In this study, the tunnel pillar reinforcement method using prestress and grouting was reviewed. There are various reinforcement methods that can compensate for the problems of the side tunnel, but as the tunnel pillar construction method using prestress and grouting is judged to be excellent in field applicability, stability and economic feasibility, theoretical and numerical analysis of the actual behavior mechanism are conducted. Numerical analysis is divided into PC stranded wire + steel pipe reinforcement grouting + prestress (Case 1), pillar part tie bolt reinforcement (Case 2), pillar part non-reinforcement (Case 3) under the same ground conditions, and the maximum value of the celling displacement, internal displacement, and member force, the stability was confirmed. Through numerical analysis, it was confirmed that Case 1 which reinforced the PC stranded wire, was the best construction method and if it is verified and supplemented through field experiments later, it will be possible to derive superior results in terms of displacement control and member force than the currently applied reinforcement method was judged.

• Geophysics and Geophysical Exploration
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• v.11 no.3
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• pp.214-220
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• 2008

The distortion effect of electrical response for two-dimensional (2-D) DC resistivity method was verified in terms of 2-D inversion result of synthetic data obtained by three-dimensional (3-D) modeling, which is frequently applied to assess the safety of center core-type fill dam structure. The distortion effect is due to 2-D interpretation for 3-D structure. By the modeling analysis, we found that the water level is correctly described in the resistivity section around the middle part rather than each end side of the embankment due to the 3-D terrain effect, when the material of the embankment is assumed as horizontally uniform. And when we set the slope of outer rock fill part as uniform. the sharper the slope of the center core is, the more similar the resistivity section reflects. On the other hand, when the slope of the rock fill is steep, the resistivity section shows the water level at lower position than the real one, and the 3-D distortion effect at the end side of the embankment was enhanced.

• The Journal of Korean Institute of Communications and Information Sciences
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• v.35 no.7B
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• pp.1081-1090
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• 2010

$0.18{\mu}m$ CMOS UHF RFID tag frontend is presented in this paper. Several key components are highlighted: the voltage multiplier based on the threshold voltage terminated circuit, the demodulator using current mode, and the clock generator. For standard compliance, all designed components are under the EPC Global Class-1 Generation-2 UHF RFID protocol. Backscatter modulation uses the pulse width modulation scheme. Overall performance of the proposed tag chip was verified with the evaluation board. Prototype Tag Chip dimension is neary 0.77mm2 ; According to the simulation results, the reader can successfully interrogate the tag within 1.5m. where the tag consumes the power about $71{\mu}W$.

• Journal of Korean Society of Steel Construction
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• v.17 no.1 s.74
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• pp.13-21
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• 2005

Advanced analysis and optimal design of steel arch bridges is presented. In the design method using an advanced analysis, separate member capacity checks after analysis are not required because the stability and strength of the structural system and its component members can be rigorously treated in the analysis. The geometric nonlinearity is considered by using the stability function. The Column Research Council tangent modulus is used to account for gradual yielding due to residual stresses. A parabolic function is used to represent the transition from elastic to zero stiffness associated with a developing hinge. An optimization technique used is a modified section increment method. The member with the largest unit value evaluated by AASHTO-LRFD interaction equation is replaced one by one with an adjacent larger member selected in the database. The objective function is taken as the weight of the steel arch bridge and the constraint functions account for load-carrying capacities and deflection requirements. Member sizes determined by the proposed method are compared with those given by other approaches.

• Journal of Digital Contents Society
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• v.9 no.2
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• pp.193-202
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• 2008

This paper is a research of job search plan of polytech college based on SEM. We did a through research of factors on the motivation of job seeking and those of job search scheme which are independent variables. We also verified the effects of factors of stable job composition, job seeking surroundings and job selection which are dependent variables. Hence we conducted a survey among polytech college students, studying relationship between factors of dependent variable and independent one. We also analyzed whether motivation of career seeking affects job search plot by utilizing SEM based on AMOS 5.0. The consequence of the research is that stable job and job selection factor were rejected, for they do not highly affect motivation of job seeking. And the factors of job seeking environment (establishment of collaboration between businesses and colleges, hands-on guidance at workplace and the guidance for enhancement of vocational capability), which are dependent variables, were chosen because they are the affirmative factors of motivation of job seeking. After all, they are the crucial factors of job search plan.

• Journal of the Korean Society of Groundwater Environment
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• v.2 no.1
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• pp.30-37
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• 1995

In the tidal compartment, the hydraulic head is affected by the stage of tidal rivers. For groundwater or construct works, head variation of groundwater should be considered in zone of this aquifer. A numerical analysis is performed which has an 1-dimemsional explicit finite difference scheme to show the head variation of groundwater with tidal stage and hydraulic conductivity, etc. The stability of the numerical scheme is validated by using the analytic solution. The head variation of groundwater is observed for various tidal amplititude and hydraulic conductivity, mean hydraulic gradient and pumping at any point. The range of influence corresponding to the parameters used in this study is about 60m. This value is not beyond a wave length (equation omitted). There was a pumping at a constant rate out of aquifers affected by tide and not affected by tide. Because pumping head in aquifer affected by tide is short, the expense of electric power is economized in this zone. These results are applicable to trace of contaminant transport, efficient operation of groundwater, and examination of the safety and stability of works in the tidal compartment.