• 한국정보통신학회:학술대회논문집
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• 한국정보통신학회 2017년도 추계학술대회
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• pp.170-172
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• 2017

현대사회의 기술발달로 인해 가품과 진품의 구별이 매우 힘들어지고 있다. 이러한 문제점을 해결하기 위해 본 논문은 칼러 정보 및 망점 정보를 이용하여 가품과 진품을 판별하는 코드인증시스템의 영상처리기법을 설명한고 개선점을 설명한다. 진품과 가품에 각각 눈으로 구별할 수 없는 라벨을 부여하였다. 제안된 방법은 opencv라이브러리를 사용하여 라벨의 영상매칭을 수행하였고, 각 라벨의 망점과 w망점을 이용하여 진품과 가품을 판별하였다. 본 논문에서 제안된 기법은 서버에 진품과 가품의 라벨을 저장하고 사용자의 라벨과 비교하여 진품과 가품을 판별하였다.

• Nuclear Engineering and Technology
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• 제43권6호
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• pp.583-592
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• 2011

The radiological characteristics for waste classification were assessed for neutron-activated decommissioning wastes from a CANDU reactor. The MCNP/ORIGEN2 code system was used for the source term analysis. The neutron flux and activation cross-section library for each structural component generated by MCNP simulation were used in the radionuclide buildup calculation in ORIGEN2. The specific activities of the relevant radionuclides in the activated metal waste were compared with the specified limits of the specific activities listed in the Korean standard and 10 CFR 61. The time-average full-core model of Wolsong Unit 1 was used as the neutron source for activation of in-core and ex-core structural components. The approximated levels of the neutron flux and cross-section, irradiated fuel composition, and a geometry simplification revealing good reliability in a previous study were used in the source term calculation as well. The results revealed the radioactivity, decay heat, hazard index, mass, and solid volume for the activated decommissioning waste to be $1.04{\times}10^{16}$ Bq, $2.09{\times}10^3$ W, $5.31{\times}10^{14}\;m^3$-water, $4.69{\times}10^5$ kg, and $7.38{\times}10^1\;m^3$, respectively. According to both Korean and US standards, the activated waste of the pressure tubes, calandria tubes, reactivity devices, and reactivity device supporters was greater than Class C, which should be disposed of in a deep geological disposal repository, whereas the side structural components were classified as low- and intermediate-level waste, which can be disposed of in a land disposal repository. Finally, this study confirmed that, regardless of the cooling time of the waste, 15% of the decommissioning waste cannot be disposed of in a land disposal repository. It is expected that the source terms and waste classification evaluated through this study can be widely used to establish a decommissioning/disposal strategy and fuel cycle analysis for CANDU reactors.

• 소성∙가공
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• 제23권5호
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• pp.289-296
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• 2014

Uniaxial tensile tests were conducted to accurately evaluate the in-plane mechanical properties of fiber metal laminates (FMLs). The FMLs in the current study are comprised of a layer of self-reinforced polypropylene (SRPP) sandwiched between two layers of aluminum alloy 5052-H34. The nonlinear tensile behavior of the FMLs under in-plane loading conditions was investigated using both numerical simulations and a theoretical analysis. The numerical simulation was based on finite element modeling using the ABAQUS/Explicit code and the theoretical constitutive model was based on the volume fraction approach using the rule of mixture and a modification of the classical lamination theory, which incorporates the elastic-plastic behavior of the aluminum alloy and the SRPP. The simulations and the model are used to predict the inplane mechanical properties such as stress-strain response and deformation behavior of the FMLs. In addition, a post-stretching process is used to reduce the thermal residual stresses before uniaxial tensile testing of the FMLs. Through comparison of both the numerical simulations and the theoretical analysis with the experimental results, it is concluded that the numerical simulation model and the theoretical approach can describe with sufficient accuracy the actual tensile stress-strain behavior of the FMLs.

• 에너지공학
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• 제13권4호
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• pp.291-295
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• 2004

열처리로에 적용되는 소형 축열식 복사관 버너시스템에 사용될 축열기를 설계, 제작하고 그 성능을 실제 축열식 복사관 버너시스템에서 평가하였다. 좁은 튜브간 간격을 갖는 U형 복사관에 축열기를 적용하기 위하여 상하단 단면적이 다른 축열기를 설계, 적용하였다. 구형축열체를 사용하는 2만 ㎉/hr급 축열기를 기존에 개발된 축열기 해석코드를 이용하여 설계, 제작하였으며, 축열기 전후단의 온도 및 압력을 실시간으로 측정하였다. 실험결과를 축열기 해석코드로부터 얻은 배가스의 배출온도와 공기의 예열온도를 비교하여 해석코드의 정확도를 검증하였다. 이론적으로 예상된 성능은 80%의 온도효율과 70%의 배열회수율이 얻어졌으나, 실험적 결과로부터는 온도효율이 80%, 배열회수율이 69%가 얻어졌다. 가장 큰 성능차이는 배가스의 배출온도였는데, 이는 실제 시스템에서 열손실에 의한 축열기로의 배가스 유입온도 하락과 실제 운전에서의 공기/배가스 유량의 증가에 의해 기인된다고 판단된다.

• 한국항행학회논문지
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• 제8권2호
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• pp.190-196
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• 2004

제 2세대 및 제 3세대 이동 통신의 오류정정코드 기능으로 사용되는 비터비 복호기 알고리즘은 많은 연산량을 차지하고 구속장의 길이 K가 표준에 따라 다르므로, 소프트웨어 라디오와 같은 응용을 위해서는 비터비 알고리즘을 효율적으로 처리 할 수 있는 하드웨어 구조의 개발이 필요하다. IS-95와 GSM 표준의 경우, 비터비 알고리즘은 K=7이며 WCDMA와 CDMA2000의 경우 K=9가 사용된다. 본 논문에서는 비터비 복호과정에서 필요한 상태천이 경로를 감소시켜 K=3~9 범위의 구속장과 1/2~1/3 범위의 데이터율까지 복호 할 수 있는 적응 비터비 복호기의 하드웨어 구조를 제안한다. Altera Cyclone EP1C20F400C8 디바이스를 타겟으로 프로토타이핑한 결과, 제안된 하드웨어 구조는 최대19,276의 로직 엘리먼트와 최대222.6mw의 소비전력이 필요함을 확인하였다.

• Geomechanics and Engineering
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• 제22권5호
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• pp.385-396
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• 2020

A uniaxial compression test was performed to analyse the mechanical properties and macroscale and mesoscale failure mechanisms of sandstone with pyrite concretions. The effect of the pyrite concretions on the evolution of macroscale cracks in the sandstone was further investigated through numerical simulations with Particle Flow Code in 2D (PFC2D). The results revealed that pyrite concretions substantially influence the mechanical properties and macroscale and mesoscale failure characteristics of sandstone. During the initial loading stage, significant stress concentrations occurred around the edges of the pyrite concretion accompanied by the preferential generation of cracks. Meanwhile, the events and cumulative energy counts of the acoustic emission (AE) signal increased rapidly because of friction sliding between the concretion and sandstone matrix. As the axial stress increased, the degree of the stress concentration remained relatively unchanged around the edges of the concretions. The cracks continued growing rapidly around the edges of the concretions and gradually expanded toward the centre of the sample. During this stage, the AE events and cumulative energy counts increased quite slowly. As the axial stress approached the peak strength of the sandstone, the cracks that developed around the edges of the concretion started to merge with cracks that propagated at the top-left and bottom-right corners of the sample. This crack evolution ultimately resulted in the shear failure of the sandstone sample around the edges of the pyrite concretions.

• Steel and Composite Structures
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• 제13권6호
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• pp.571-586
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• 2012

The paper addresses some key issues related to the design of composite slabs with cold-formed profiled steel sheets. An experimental programme is first presented, involving six composite slab specimens tested with a view to evaluating Eurocode 4 (EC4) provisions on testing of composite slabs. In four specimens, the EC4-prescribed 5000 load cycles were applied using different load ranges resulting from alternative interpretations of the reference load $W_t$. Although the rationale of the application of cyclic loading is to induce loss of chemical bond between the concrete plate and the steel sheet, no such loss was noted in the tests for either interpretation of the range of load cycles. Using the recorded response of the specimens the values of factors m and k (related to interface shear transfer in the composite slab) were determined for the specific steel sheet used in the tests, on the basis of three alternative interpretations of the related EC4 provisions. The test results confirmed the need for a more unambiguous description of the m-k test and its interpretation in a future edition of the Code, as well as for an increase in the load amplitude range to be used in the cyclic loading tests, to make sure that the intended loss of bond between the concrete slab and the steel sheet is actually reached. The study also included the development of a special-purpose software that facilitates design of composite slabs; a parametric investigation of the importance of m-k values in slab design is presented in the last part of the paper.

• Structural Engineering and Mechanics
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• 제71권1호
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• pp.1-12
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• 2019

This study investigates optimum designs of steel space truss towers under seismic loading by using Jaya optimization algorithm. Turkish Earthquake Code (2007) specifications are applied on optimum designs of steel space truss towers under the seismic loading for different local site classes depending on different soil groups. The proposed novel algorithm does not have any algorithm-specific control parameters and depends only a simple revision equation. Therefore, it provides a practical solution for structural optimization problems. Optimum solutions of the different steel truss examples are carried out by selecting suitable W sections taken from American Institute of Steel Construction (AISC). In order to obtain optimum solutions, a computer program is coded in MATLAB in corporated with SAP2000-OAPI (Open Application Programming Interface). The stress and displacement constraints are applied on the design problems according to AISC-ASD (Allowable Stress Design) specifications. Firstly, a benchmark truss problem is examined to see the efficiency of Jaya optimization algorithm. Then, two different multi-element truss towers previously solved with other methods without seismic loading in literature are designed by the proposed algorithm. The first space tower is a 582-member space truss with the height of 80 m and the second space tower is a 942-member space truss of about 95 m height. The minimum optimum designs obtained with this novel algorithm for the case without seismic loading are lighter than the ones previously attained in the literature studies. The results obtained in the study show that Jaya algorithm is a practical and robust optimization method for structural optimization problems. Moreover, incorporation of the seismic loading causes significant increase in the minimum design weight.

• 정보보호학회논문지
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• 제11권1호
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• pp.35-42
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• 2001

GF(q)상의 원시다항식은 스크램블러, 에러정정 부호 및 복호기, 난수 발생기 그리고 스트림 암호기 등 여러 분야에 걸쳐 많이 사용되고 있다. GF(q)상의 원시다항식을 생성하는 효율적인 알고리즘이 A.D. Porto에 의하여 제안되었으며, 그 알고리즘은 한 원시다항식을 이용하여 다른 원시다항식을 구하는 방법을 반복 사용하여 원시다항식 수열을 생성하는 방법이다. 이 논문에서는 A.D. Porto가 제안한 알고리즘을 개선한 알고리즘을 제안하였다. A.D. Porto의 알고리즘의 running time은 O($\textrm{km}^2$)이고, 개선된 알고리즘 running time은 O(w(m+k))이다. 여기서 k는 gcd(k,$q^m$-1)이 다. m차 원시다항식을 구하고자 할 때 k, m>>1 조건에서는 개선된 알고리즘을 사용하는 것이 효율적이다.

• Earthquakes and Structures
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• 제23권1호
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• pp.23-34
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• 2022

This paper presents experimental studies on reinforced concrete moment resisting frames that have engineered cementitious composite (ECC) in plastic hinge length (PHL) of beam/column members and beam-column joints. A two-story frame structure reduced by a 1:3 scale was further tested through a shake-table (seismic simulator) using multiple levels of simulated earthquake motions. One model conformed to all the ACI-318 requirements for IMRF, whereas the second model used lower-strength concrete in the beam/column members outside PHL. The acceleration time history of the 1994 Northridge earthquake was selected and scaled to multiple levels for shake-table testing. This study reports the observed damage mechanism, lateral strength-displacement capacity curve, and the computed response parameters for each model. The tests verified that nonlinearity remained confined to beam/column ends, i.e., member joint interface. Calculated response modification factors were 11.6 and 9.6 for the code-conforming and concrete strength deficient models. Results show that the RC-ECC frame's performance in design-based and maximum considered earthquakes; without exceeding maximum permissible drift under design-base earthquake motions and not triggering any unstable mode of damage/failure under maximum considered earthquakes. This research also indicates that the introduction of ECC in PHL of the beam/column members' detailing may be relaxed for the IMRF structures.