• 정보보호학회논문지
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• 제31권3호
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• pp.481-496
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• 2021

대규모 양자컴퓨팅 기술의 실현을 앞둔 현재 공개키 암호 시스템을 양자내성을 가진 암호 시스템으로 전환하는 것은 필수적이다. 미국 국립표준기술연구소 NIST는 양자내성암호(Post-Quantum Cryptography, PQC)를 표준화하기 위한 공모사업을 추진하고 있으며 인터넷 통신 보안에 주로 사용되는 TLS(Transport Layer Security) 프로토콜에 이러한 양자내성암호를 적용하기 위한 차원의 연구도 활발히 진행되고 있다. 본 논문에서는 병렬화된 양자내성암호 NTRU를 활용하여 TLS 상에서 서버와 다수의 사용자가 세션키를 공유하기 위한 키 교환(key exchange) 시나리오를 제시한다. 또한, GPU를 이용하여 NTRU를 병렬화 및 연산을 고속화하는 방법을 제시하고 서버가 대규모 데이터를 처리해야 하는 환경에서 그 효율성을 분석한다.

• 유기물자원화
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• 제21권2호
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• pp.63-70
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• 2013

현장 실규모의 다단공정으로 ATAD, EGSB 및 SBR을 조합한 HMUS 공정을 이용하여 돼지 축분 처리가능성을 시험하였다. 실험결과 고농도 유기물, 질소와 인의 제거에 효과적이었다. 각 오염항목의 시스템 공정별 처리효율이 ATAD 공정에서는 CODcr이 43.3%로 제일 높게 나타났다. 다음 단계인 응집침전 공정에서는 TS의 제거효율이 96.5%로 가장 높게 나타났다. 운전조건 중 OLR은 3-6Kg $COD/m^3{\cdot}day$ 및 선속도는 1.5-4 m/h의 범위일 때 평균 CODcr 제거 효율은 HRT 3일에서 가장 높게 나타났다. 유입수의 성상이 영향을 미치는 고온호기성 산화반응은 TS가 50,000 mg/L 이상 되어야 고온발열효과를 얻어 병원균을 사멸할 수 있는 온도를 얻었다. EGSB 공정을 거치는 동안 유기물제거량 당 발생된 가스발생량은 $2.3{\sim}8.5m^3/kgTS{\cdot}d$ (평균 $5.2m^3/kgTS{\cdot}d$)로 나타났다. 후처리단계인 간헐포기공정에서 전체운전기간 중 평균제거효율은 CODcr 71.7%, TS 64.1%, TN 45.9%, 및 TP 50.4% 로 나타났다.

• 대한공간정보학회지
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• 제21권4호
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• pp.101-107
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• 2013

일반적으로 상용화되고 있는 고해상도 위성영상에는 좌표가 부여되어 있지만, 촬영 당시 센서의 자세나 지표면 특성 등에 따라서 영상 간의 지역적인 위치차이가 발생한다. 따라서 좌표를 일치시켜주는 영상 간 상호등록 과정이 필수적으로 적용되어야 한다. 하지만 영상 내에 구름이 분포할 경우 두 영상 간의 정합쌍을 추출하는데 어려움을 주며, 오정합쌍을 다수 추출하는 경향을 보인다. 이에 본 연구에서는 구름이 포함된 고해상도 KOMPSAT-2 영상간의 자동 기하보정을 수행하기 위한 방법론을 제안한다. 대표적인 특징기반 정합쌍 추출 기법인 SIFT 기법을 이용하였고, 기준영상의 특징점을 기준으로 원형 버퍼를 생성하여, 오직 버퍼 내에 존재하는 대상영상의 특징점만을 후보정합쌍으로 선정하여 정합률을 높이고자 하였다. 제안 기법을 구름이 포함된 다양한 실험지역에 적용한 결과, SIFT 기법에 비해 높은 정합률을 보였고, 상호등록 정확도를 향상시킴을 확인할 수 있었다.

• 대한기계학회논문집A
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• 제31권6호
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• pp.635-643
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• 2007

As many engineers and technicians are involved in the design process of large scale and/or complex products, there are a lot of miss matches and interferences due to designers' faults and several kinds of CAD systems. Recently, CAD systems are applied to verify and check the assembly process. Digital Mock-Up(DMU) system, a tool to build a virtual mock-up in the design stage, has been used to prevent the interferences and miss matches during precision design processes. Using the virtual assembly tool, engineers are able to design precision and interference free parts without physical mock-ups. Instead of a single CAD source, several CAD systems are used to design a complex product. Several organizations are involved in the distributed design environment for heterogeneous multi-CAD assembly. XML and the lightweight CAD file are proposed for the multi-CAD assembly. XML data contains hierarchy of the heterogenenous multi-CAD assembly. STEP PDM schema and STEP ISO 10303-28 formations are applied to construct the XML data. The lightweight CAD file produced from various CAD files through ACIS kernel and InterOp not only contains mesn, B-Rep and topological data, but also is used to visualize CAD data and to verify dimensions. Developed system is executed on the desktop computers. It does not require commercial CAD systems to visualize 3D assembly data. Real-time interference and fitness checks, dimensional verification, and design and assembly verification are performed on the developed system. Assembly of heterogeneous models for a car is conducted to verify the effectiveness of the developed DMU system on the Internet.

• Computers and Concrete
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• 제21권4호
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• pp.463-470
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• 2018

In the present study, soft computing i.e., machine learning techniques and regression models algorithms have earned much importance for the prediction of the various parameters in different fields of science and engineering. This paper depicts that how regression models can be implemented for the prediction of compressive strength of concrete. Three models are taken into consideration for this; they are Gaussian Process for Regression (GPR), Multi Adaptive Regression Spline (MARS) and Minimax Probability Machine Regression (MPMR). Contents of cement, blast furnace slag, fly ash, water, superplasticizer, coarse aggregate, fine aggregate and age in days have been taken as inputs and compressive strength as output for GPR, MARS and MPMR models. A comparatively large set of data including 1030 normalized previously published results which were obtained from experiments were utilized. Here, a comparison is made between the results obtained from all the above mentioned models and the model which provides the best fit is established. The experimental results manifest that proposed models are robust for determination of compressive strength of concrete.

• Computers and Concrete
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• 제6권1호
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• pp.1-18
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• 2009

Chloride diffusivity of concrete is a crucial material parameter for service life determination and durability designing of marine concrete. Many research works on this issue have been conducted, varying from empirical solutions obtained experimentally to image analysis, based on multi-scale modeling. One of the simple approaches is to express the chloride diffusivity of concrete by a multi-factor function, however, the influences of various factors on the chloride diffusivity are ambiguous. Furthermore, the majority of these research works have not dealt with the carbonation process of concrete, although this process affects the chloride diffusivity of concrete significantly. The purpose of this study is to establish a simple approach to calculate the chloride diffusivity of (non)carbonated concrete. The chloride diffusivity of concrete should be defined, based on engineering and scientific knowledge of cement and concrete materials. In this paper, a lot of parameters affecting the chloride diffusivity, such as the diffusivity in pore solution, tortuosity, micro-structural properties of hardened cement paste, volumetric portion of aggregate, are taken into consideration in the calculation of the chloride diffusivity of noncarbonated concrete. For carbonated concrete, reduced porosity due to carbonation is calculated and used for calculating the chloride diffusivity. The results are compared with experimental data and previous research works.

• 한국측량학회지
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• 제29권2호
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• pp.157-164
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• 2011

As high-resolution satellite images have enabled large scale topographic mapping and monitoring on global scale with short revisit time, agile sensor orientation, and large swath width, many countries make effort to secure the satellite image information. In Korea, KOMPSAT-2 (KOrea Multi-Purpose SATellite-2) was launched in July 28 2006 with high specification. These satellites have stereo image acquisition capability for 3D mapping and monitoring. To efficiently handle stereo images such as stereo display and monitoring, the accurate epipolar image generation process is prerequisite. However, the process was highly limited due to complexity in epipolar geometry of pushbroom sensor. Recently, the piecewise approach to generate epipolar images using RPC was developed and tested for in-track IKONOS stereo images. In this paper, the piecewise approach was tested for KOMPSAT-2 across-track stereo images to see how accurately KOMPSAT-2 epipolar images can be generated for 3D geospatial applications. In the experiment, two across-track stereo sets from three KOMPSAT-2 images of different dates were tested using RPC as the sensor model. The test results showed that one-pixel level of y-parallax was achieved for manually measured tie points.

• 한국항만학회지
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• 제12권1호
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• pp.9-17
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• 1998

The evaluation structure of complex problems is composed of multi-attributes and hierarchy. A many studies were existed on this problems, but that based on the assumption that the evaluation elements were independent. The actual evaluation problems have the complexity, ambiguity and interlinkage among the elements. In this situation, the fuzzy evaluation process is very effective in settling the complex problems. For evaluation of large scale hierarchical MADM problem, the fuzzy evaluation algorithm is developed in this paper, and that is centering on the identification of fuzzy measures. In this study, we newly identified the weight and interaction among the evaluation attributes. The results of this study are as follows: we can identified the hierarchical structure of the evaluation problem which is composed of the evaluation structure, function and hierarchy; we improved the existed weighting method which could be accomplished by normalizing process, considering the uncertainty and new weight integrating method which come from Dempster-Shafer theory. And we take into account the interaction properties among more than 3 evaluation attributes, which can be compared with the existed studies in which only 2 evaluation attributes taked into account.

• 대한전자공학회논문지SP
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• 제44권1호
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• pp.40-48
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• 2007

이 논문은 다중 스케일 베이지안 관점에서 다층 퍼셉트론과 마코프 랜덤 필드를 사용한 새로운 결 분할 방법을 제안한다. 다층 퍼셉트론의 출력은 사후 확률을 모델링하므로 본 논문에서는 다중 스케일 웨이블릿 계수들을 다층 퍼셉트론의 입력으로 사용한다. 다층 퍼셉트론으로부터 구한 사후 확률과 MAP (maximum a posterior) 분류를 이용하여 각 스케일에서 결 분류를 수행한다. 또한 가장 섬세한 스케일에서 더 개선된 분할 결과를 얻기 위하여 모든 스케일에서 MAP 분류 결과들을 거친 스케일에서 섬세한 스케일까지 차례로 융합한다. 이런 과정은 한 스케일에서의 분류 정보와 그 인접한 보다 거친 스케일에서 얻어지는 문맥과 관련한 연역적 정보를 이용하여 MAP 분류를 행함으로써 이루어진다. 이 융합 과정에서, MRF (Markov random fields) 사전 모델이 평탄화 제한자로서 동작하고, 깁스 샘플러 (Gibbs sampler)는 MAP 분류기로서 동작한다. 제안한 분할 방법은 HMT (Hidden Markov Trees) 모델과 HMTseg 알고리즘을 이용한 결 분할 방법보다 더 좋은 성능을 보인다.

• Smart Structures and Systems
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• 제14권6호
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• pp.1031-1054
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• 2014

Real-time hybrid simulation (RTHS) of a stacked wood shear wall retrofitted with a rate-dependent seismic energy dissipation device (viscous damper) was conducted at the newly constructed Structural Engineering Laboratory at the University of Alabama. This paper describes the implementation process of the RTHS focusing on the controller scheme development. An incremental approach was adopted starting from a controller for the conventional slow pseudodynamic hybrid simulation and evolving to the one applicable for RTHS. Both benchmark-scale and full-scale tests are discussed to provide a roadmap for future RTHS implementation at different laboratories and/or on different structural systems. The developed RTHS controller was applied to study the effect of a rate-dependent energy dissipation device on the seismic performance of a multi-story wood shear wall system. The test specimen, setup, program and results are presented with emphasis given to inter-story drift response. At 100% DBE the RTHS showed that the multi-story shear wall with the damper had 32% less inter-story drift and was noticeably less damaged than its un-damped specimen counterpart.