• Proceedings of the Korean Geotechical Society Conference
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• 2008.10a
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• pp.814-819
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• 2008

본 연구에서는 기존의 배수필터를 개선함으로써 댐, 제방의 외부 유입 침투수를 차단할 수 있는 일방향 배수필터의 가능성을 확인하였다. 일방향 배수필터는 댐, 제방 내부의 침투수는 외부로 배출시키면서 외부의 유입 침투수는 차단하도록 여러 겹의 시트를 겹치도록 고안한 것으로, 본 연구에서는 일방향 배수필터의 가능성을 확인하고자 실내모형실험을 수행하였다. 실내모형실험을 진행하는 동안 계측되는 간극수압계를 이용하여 모형 댐, 제방의 거동을 확인하여 일방향 배수필터의 적용 가능여부를 확인하였다.

• Proceedings of the Korea Institutes of Information Security and Cryptology Conference
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• 1995.11a
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• pp.288-293
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• 1995

Kaisa Nyberg와 Rainer A. Rueppel 등은 〔10〕, 〔11〕, 〔12〕에서 메시지 회복형 DSA를 최초로 제안하였으며, 이를 이용한 일방향 상호 인증 키분배 방식을 제안했다. Nyberg-Rueppel 키분배 방식은 일방향 상호 인증 키분배 방식이면서, 지정된 수신자만이 key token의 출처를 확인할 수 있으며 필요시에 제3자에게 key token의 정당성을 증명할 수 있으므로 메시지의 서명과 암호화를 함께 필요로 하는 응용에 적합하다는 특성을 갖는다. 본 논문에서는 기존의 Nyberg-Rueppel 키분배 방식에 비해 보다 효율적인 키분배 방식을 제안한다.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.22 no.6
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• pp.429-436
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• 2010

Hydraulic experiments were conducted to analyze the characteristics of stem waves due to multidirectional random wave incidence with the different incident angles of main wave direction. Both multi-directional and uni-directional random waves were used to generate the stem waves and their results were compared with each other. The experiment shows multi-directional random waves developed along the vertical wall tend to increase as the incident angle increases similar to the uni-directional waves. Moreover, the stem wave widths were almost same as those in uni-directional random wave cases. However, the experiment demonstrate the stem wave heights were significantly smaller in multi-directional random wave cases than in uni-directional random wave cases.

• Geophysics and Geophysical Exploration
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• v.3 no.2
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• pp.70-75
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• 2000

In the seismic migration, Kirchhoff and reverse time migration are used in general. In the reverse time migration using wave equation, two-way and one-way wave equation are applied. The approach of one-way wave equation uses approximately computed downward continuation extrapolator, it need tess amounts of calculations and core memory in compared to that of two-way wave equation. In this paper, we applied one-way wave equation to pre-stack reverse time migration. In the frequency-space domain, forward propagation of source wavefield and back propagration of measured wavefield were executed by using monochromatic one-way wave equation, and zero-lag cross correlation of two wavefield resulted in the image of subsurface. We had implemented prestack migration on a massively parallel processors (MPP) CRAYT3E, and knew the algorithm studied here is efficiently applied to the prestck migration due to its suitability for parallelization.

• Journal of the Korea Concrete Institute
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• v.24 no.4
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• pp.391-398
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• 2012

This paper presents the shear capacities of biaxial hollow slab with donut type hollow sphere. Recently, various types of slab systems which can reduce self-weight of slabs have been studied for increasing constructions of taller and larger building structures. A biaxial hollow slab system is widely known as one of the effective slab system, which can reduce self-weight of slab. According to previous studies, the hollow slab has low shear strength, compared to solid slab. Also, the shear capacities of biaxial hollow slab are influenced by the shapes and materials of hollow spheres. However, the current code does not provide a clear computation method for the shear strength of hollow slab. To verify the shear capacities of this hollow slab, one-way shear tests were performed. Four test specimens were used for test parameters. One was conventional RC slab and others were hollow slabs. The test parameters included two different shapes and materials of plastic balls. The shape parameters were donut and non-donut forms and the material parameters were general plastic and glass fiber plastic. The results showed that the shear strengths varied depending on hollow shapes and materials used in the slab.

• Journal of the Korea Institute of Information Security & Cryptology
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• v.26 no.3
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• pp.613-621
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• 2016

Since the error control problem is a critical and sensitive issue in the one-way network, we can adopt a forward error correction code method or data retransmission method based on the response of reception result. In this paper, we propose error control method and continuous data transmission protocol in the one-way network which has unidirectional data transmission channel and special channel to receive only the response of reception result. Furthermore we present data encryption and key update mechanism which is based on the pre-shared key distribution scheme and suggest some ASDU(Application Service Data Unit) formats to implement it in the one-way network.

• 한국신재생에너지학회:학술대회논문집
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• 2010.06a
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• pp.59.2-59.2
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• 2010

결정형 태양 전지의 보급화를 위하여 고순도 실리콘을 저렴하게 제조할 수 있는 기술 개발이 필요하다. 본 연구에서는 고순도 실리콘을 경제적으로 제조하기 위하여 대역 정제에 의한 일방향성 응고법을 이용한 정련 연구를 진행하였으며, 응고 속도와 고 액상의 온도 구배가 정련도에 미치는 영향을 분석 하였다. 본 실험에 사용된 일방향 응고장치는 실리콘 용탕이 장입된 도가니 하부의 열 교환기를 통한 냉각에 의해 용탕 하부에서 상부 방향으로의 일방향성 응고가 진행되며, 응고 진행시 용탕의 흔들림에 의한 정련능의 감소를 방지하기 위해 가열 영역이 이동하는 Stober 공정을 채택하였다. 가열 영역은 실리콘 용융을 위한 상부 가열 영역과 응고 진행시 응고부의 온도 제어를 위한 하부 가열 영역으로 구성되어 있으며, 두 가열 영역의 온도 제어를 통해 응고중인 실리콘의 고 액상의 온도 구배를 조절하였다. 일방향 응고에 의한 정련법에서 고 액상의 온도 구배가 증가할수록 2차 수지상의 발달이 감소하고, 주상정의 수지상 형태를 유지하게 되어 고 액 공존영역에서 액상 영역으로의 확산이 원활하게 이루어져 분배계수를 이용한 정련도가 좋아지게 되며, ICP 분석을 통해 온도 구배의 증가에 따라 정련능이 증가하는 양상을 확인 할 수 있었다. 고 액상의 온도 구배의 조절을 통한 공정 시간 대비 정련도의 향상을 통해 결정형 태양전지의 생산성의 증가를 통한 저가화를 이룰 수 있을 것이다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.33 no.3
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• pp.901-907
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• 2013

In this study, flexural strength properties of concrete under biaxial stress state were experimentally investigated. Tests for size effect and fatigue behaviour of concrete under biaxial stress were carried out by the ASTM C 1550 and the biaxial flexure test(BFT). The results given by the biaxial tests were compared to those by the third-point bending test. Test results showed that biaxial flexural strengths obtained from the ASTM C 1550 and the biaxial flexure test are greater than the strength by the third-point bending test. As the size increases, the uniaxial and biaxial flexural strength decreases. However, the slope of the size effect of the biaxial strength was greater than that of the uniaxial strength. Finally, the fatigue response of concrete under the biaxial stress state was similar with that for uniaxial stress state.

• Journal of the Korean Geotechnical Society
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• v.33 no.9
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• pp.49-60
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• 2017

The purpose of this study is to investigate the behavior of a single batter pile with repeated lateral loading through model tests. Repeated loads were applied in one direction and two directions, and lateral resistance and bending moment were analyzed by varying the relative density of the ground. As a result, lateral resistance and maximum bending moment were increased in the order of Out batter, Plumb, and In batter when one-way and two-way dynamic lateral loads were applied. The depth at the maximum bending moment was more deeper with the loading. The moments at bottom layer were decreased in the order of Out batter, Plumb, and In batter but upper moments were increased with the same order. Also, various bottom and upper moments were small when the two-way dynamic lateral load was applied compared to one-way lateral load.

• Proceedings of the Korean Society of Tribologists and Lubrication Engineers Conference
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• 1998.04a
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• pp.64-68
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• 1998

본 연구에서는 다양한 종류의 섬유를 일방향으로 배향시켜 제작한 복합재료의 트라이볼로지 연구를 수행하였으며 특히 섬유의 배향과 활주속도가 트라이볼로지 성질에 미치는 영향을 연구하였다. 실험에 쓰인 시편은 유리 섬유, 아라미드 섬유, 그리고 고탄성 탄소 섬유를 보강재료로 에폭시 수지를 모재로 사용한 일방향섬유 복합재료이며 각각의 시편을 스테인레스 강 상대 마찰면에 마찰시켜 마모량과 마찰 계수를 구하였다. 실험조건으로 사용한 여러 활주속도에서 탄소섬유복합재료가 모든 섬유배열방향에서 아라미드섬유복합재료와 유리섬유 복합재료보다 마모율과 마찰계수가 낮은 경향을 보였으며 특히 높은 속도에서는 탄소섬유복합재료의 특성이 뛰어남을 알 수 있었다.