• Magazine of the Korean Society of Agricultural Engineers
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• v.38 no.4
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• pp.53-62
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• 1996

작물의 최대 수확을 위한 관개계획은 작물의 수분장력 스트래스와 삼투스트래스를 최소화 시킬 수 있도록 언제 얼마의 물을 어떤 속도로 공급해 줄 것인가를 결정하는 것이다. 이는 토양, 작물 및 대기의 여러 가지 요소를 측정하여 결정할 수 있다. 관개속도는 주로 토양의 투수계수에 의하여 결정되지만 관개시간과 양은 토양함수량과 경우에 따라서는 토양염도에 의하여 결정된다. Time Domain Reflectometry (TDR)는 한 개의 탐침으로 토양 함수량과 토양염도를 동시에 측정하는 새로운 기법이다. TDR의 측정원리와 상업용 TDR장비에 대하여 자세히 설명하였다. TDR 탐침의 간격, 직경 및 길이의 제한요소를 토양함수량과 전기전도도의 함수로 나타내었다. 토양 columm 및 현장에서의 TDR 전극 삽입과 케이블테스터의 신속한 분리기법과 토양층에 TDR 탐침을 영구히 설치하는 기법에 대하여 자세히 설명하였다.

• Proceedings of the Korea Institutes of Information Security and Cryptology Conference
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• 2003.12a
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• pp.691-700
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• 2003

어디서나 접속할 수 있는 인터넷의 광역성과 최근 들어 인터넷을 통한 전자상거래의 급진전, 네트웍을 통한 다양한 형태의 원격 접속 확대 등으로 이제 많은 기업들이 통신비가 상대적으로 저렴하면 서도 기밀성이 보장되는 인터넷을 기반으로 하는 Internet Protocol Virtual Private Network(IP VPN) 도입을 서두르고 있다 VPN은 공중망 인프라를 공유하여 구축된 가상 사설망을 의미한다. IP VPN으로 기업은 본사와 지사를 연결하는 Intranet, 협력사와 연결되는 Extranet 그리고 최근 들어 급증하고 있는 이동 근무자와 재택 근무자를 회사에 안전하게 연결시킬 수 있는 원격 접속 등을 경제적으로 구축할 수 있다. 또한 광케이블과 동축케이블이 혼합된 Hybrid Fiber & Coaxial(HFC)망이 초고속인터넷, 디지털방송, 주문형비디오(VOD) 등의 멀티미디어 서비스를 수용하기에 가장 좋은 방안으로 최근 각광을 받고 있다. HFC망은 기존의 CATV망을 기반으로 하므로 신규 투자비가 적게 들면서도 다양한 형태의 고속 데이터 통신이 가능하다. 이에 본 논문에서는 HFC망에서의 IP VPN의 성능을 전송 프로토콜과 암호화 알고리즘을 달리 하면서 어떤 요소가 성능에 얼마나 영향을 주는지와 요소간 상호작용이 어떻게 일어나는지, 또한 어떤 조합으로 VPN 통신을 할 때 가장 좋은 성능을 보이는지를 비교 분석한다.

• Proceedings of the Korea Information Processing Society Conference
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• 2010.11a
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• pp.1090-1093
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• 2010

인터넷의 급격한 발전과 이용자의 증가로 인터넷은 이미 우리 사회에서 없어서는 안 될 중요한 요소가 되었다. 이러한 인터넷의 발달은 IT산업의 핵심요소가 되었으며 그 중요성이 점점 부각되고 있다. 특히 무선 네트워크는 다양한 단말기(노트북, PDA, 스마트폰)가 대중화되었고 이를 지원하는 표준이 만들어졌으며, 무선 네트워크 사용지역의 확대로 인하여 언제 어디에서나 정보환경에 가까이 접근할 수 있는 여건이 마련되었다. 그러나 이동성이 좋고 편리한 무선 네트워크의 장점의 이면에는 개인정보가 유출될 수 있는 치명적인 문제점들이 드러나기 시작했는데, 케이블을 사용하는 유선환경과는 달리 무선환경에서는 전파를 이용하여 통신하는 점을 악용하여 무선 AP를 도청하거나 패킷을 스니핑하여 개인정보를 유출하는 사례가 빈번하게 일어나고 있다. 본 논문에서는 현재 사용되고 있는 무선 네트워크의 기술표준을 분석해보고 실제 무선환경에서 개인정보가 얼마나 쉽게 노출될 수 있는가를 알아보기 위해 제작한 사설 안테나를 사용하여 무선 AP의 신호를 가로채 패킷을 분석하는 방법을 시연한다. 또한 안테나 각각의 지름을 달리하여 신호강도의 차이가 얼마나 있는지 분석하고, 개인정보를 보호하기 위한 방법을 제시한다.

• Korean journal of communication and information
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• v.32
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• pp.209-245
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• 2006

This study examines primarily the effects of perceived risk and scarcity massage on consumers in CATV homeshopping. For consumers, the perceived risk is the cause of delaying purchase decision in CATV Homeshopping while scarcity message in the Ad facilitate purchasing intention in the CATV homeshopping. And another important characteristic of consumer which exerts impact on the response of consumer to the Ad and the product is the frequency of purchasing experience. Thus the purpose of this study is to test the effect of 3 factors on consumer's response to homeshopping Ad and product: one is perceived risk, another is scarcity message and the third is consumer's difference in purchasing. And these are defined as independent variables. The responses of the consumer, the dependent variables of this test are measured in three dimensions; 1) the purchasing intention of the product, 2) the attitude toward the Ad, and 3) the attitude toward product of the consumer. 110 housewives are sampled and assigned to 4 experimental groups. All the groups first watched a video-taped homeshopping Ad messages, and then filled up their responses on the administered questionnaire. The results of this study shows as follows: 1) Perceived risk has negative effect to consumer response. 2) Scarcity message has positive effect to consumers response. 3) But especially perceived risk has negative effect to high frequency purchasing experience group. 4) Scarcity message has also negative effect to high frequency purchasing experience group. 5) The interaction effect of perceived risk and scarcity message is most prominent to the consumers of high frequent purchasing experience.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.3 no.3
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• pp.27-37
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• 1983

A method of dynamic analysis is developed for torsional free vibrations of elliptical-box girder type or stiffening truss system suspension bridge. In this study, the method based on a finite element technique using a digital computer, is illustrated by two numerical examples, the Namhae Bridge which is located in Kyungsang nam-do opened on June, 1973, and the Mt. Chunma Bridge is simple span pedestrian's suspension bridge with lateral bracing system in Mt. Chunma, Kyungki-do, are used. In general, dynamic modes of complex suspension bridges are three-dimensional in form, i.e., coupling between vertical and torsional motions. However, introduced that amplitudes of oscillation are infinitesimal for coincidence with the purpose of it's use, thereupon, the torsional vibration analyses are treated without coupling terms. A sufficient number of natural frequencies and mode shapes for torsional free vibration are presented in this paper. In the case of Mt. Chunma Bridge, the natural frequencies and periods are computed with and without reinforcement, respectively, and compared their discrepancies. The influence of the auxiliary reinforcing cables is prevailing in the first few modes, namely, 1st and 2nd in symmetric and 1st, 2nd and 3rd in antisymmetric vibration, and conspicuous in the symmetric compared with the antisymmetric motion, but in the higher modes, this kind of simple accessory elucidates rether converse effects. In the Namhae Bridge, the results are compared with the Manual's obtained by wind tunnel test. It reveals commendable agreement.

• Journal of the Korean Institute of Gas
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• v.7 no.4 s.21
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• pp.44-52
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• 2003

In this work dynamic heat transfer in a CPFS (cable penetration fire stop) system built in the firewall of nuclear power plants is three-dimensionally investigated to develop a test-simulator that can be used to verify effectiveness of the sealant. Dynamic heat transfer in the fire stop system is formulated in a parabolic PDE (partial differential equation) subjected to a set of initial and boundary conditions. First, the PDE model is divided into two parts; one corresponding to heat transfer in the axial direction and the other corresponding to heat transfer on the vertical planes. The first PDE is converted to a series of ODEs (ordinary differential equations) at finite discrete axial points for applying the numerical method of SOR (successive over-relaxation) to the problem. The ODEs are solved by using an ODE solver In such manner, the axial heat flux can be calculated at least at the finite discrete points. After that, all the planes are separated into finite elements, where the time and spatial functions are assumed to be of orthogonal collocation state at each element. The initial condition of each finite element can be obtained from the above solution. The heat fluxes on the vertical planes are calculated by the Galerkin FEM (finite element method). The CPFS system was modeled, simulated, and analyzed here. The simulation results were illustrated in three-dimensional graphics. Through simulation, it was shown clearly that the temperature distribution was influenced very much by the number, position, and temperature of the cable stream, and that dynamic heat transfer through the cable stream was one of the most dominant factors, and that the feature of heat conduction could be understood as an unsteady-state process.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.12 no.2
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• pp.11-20
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• 1992

In general, the cross-section of a girder of a bridge has only one axis of symmetry. Therefore, lateral forces such as earthquake and wind may cause torsion coupled with lateral bending in the gider. This induces additional stresses especially in cables arranged in double-planes. Since this effect cannot be considered by using the conventional frame elements, the stiffness and the mass matrices of the geometrically nonlinear thin-walled frame element have to be used in order to model the girder. Theoretical development and verification of the frame element used in this study were made through a-previously presented paper. In this paper, seismic analysis of a three dimensional cable-stayed bridge considering the unsymmetry of the girder cross-section is performed to investigate the coupled flexural-torsional behaviors.

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.43 no.3
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• pp.195-203
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• 2015

In this paper, the dynamic behavior of wrinkled triangular solar sail was studied by finite element analysis. The analysis was proceeded first by performing static wrinkle analysis under tensile corner load on sail membrane, and then performing modal analysis. The membrane element method with wrinkle algorithm and the shell element post-buckling analysis method were used to account for the wrinkle deformation and the results were compared for analysis methods throughly. The comparison was also made to that without wrinkle consideration to investigate the effect of wrinkle deformation on the results. Cases with various loading cable angles were analyzed and the results were systematically examined.

• Journal of Korea Game Society
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• v.16 no.3
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• pp.45-54
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• 2016

This study analyzes cable TV Program "From Start to Till the End" televised by ONGAMENET from 2009 to 2015. "From Start to Till the End" is a game program that guests try to finish certain game or to complete mission once they started. Unlike other game programs, most of guests are not professional gamers thus it brings out comical challenges and enjoyments. This study examines the several components of video games played in the program. Specifically, those components are categorized according to the genre, platform, nationality, and clear time. In doing so, this study not only unpacks diverse structures of the program but also provides the blueprint of the game program.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.1A
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• pp.163-171
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• 2006

The behaviors and design procedures of building excavation plane in innovative prestressed support (IPS) system are presented in this paper. Determination procedure for initial pretension in IPS wale subjected to design earth pressure is derived. The computer analysis model under uniform and non-uniform earth pressure is constructed using beam element for the IPS wale, tension-only element for cable, and compression-only element for soil. Axial forces and bending moments of IPS wale under initial pretension and design earth pressure are calculated. The combined stresses due to these axial force and bending moment are calculated and safety condition of building excavation plane is investigated.