• 제목/요약/키워드: Model compression

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딥러닝을 이용한 부채널 데이터 압축 프레임 워크 (Side-Channel Archive Framework Using Deep Learning-Based Leakage Compression)

  • 정상윤;진성현;김희석
    • 정보보호학회논문지
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    • 제34권3호
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    • pp.379-392
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    • 2024
  • 데이터의 급속한 증가와 함께 저장 공간 절약과 데이터 전송의 효율성이 중요한 문제로 대두되면서, 데이터 압축기술의 효율성 연구가 중요해졌다. 무손실 알고리즘은 원본 데이터를 정확히 복원할 수 있지만, 압축 비율이 제한적이며, 손실 알고리즘은 높은 압축률을 제공하지만 데이터의 일부 손실을 수반한다. 이에 딥러닝 기반 압축 알고리즘, 특히 오토인코더 모델이 데이터 압축 분야에서 활발한 연구가 진행됐다. 본 연구에서는 오토인코더를 활용한 새로운 부채널 분석 데이터 압축기를 제안한다. 제안하는 부채널 데이터 대상 압축기는 부채널데이터 특성을 잘 유지할 뿐만 아니라, 기존의 널리 사용되는 Delfate 압축방식 대비 높은 압축률을 보인다. 로컬 연결 레이어를 사용한 인코더는 부채널 데이터의 시점별 특성을 효과적으로 보존하고, 디코더는 멀티 레이어 퍼셉트론을 사용하여 빠른 압축해제 시간을 유지한다. 상관 전력 분석을 통해 제안된 압축기가 부채널 데이터의 특성을 손실 없이 데이터 압축이 가능을 증명하였다.

하천수열원을 이용한 2단압축 열펌프의 난방성능 시뮬레이션 (Simulation on the Heating Performance of a 2-Stage Compression Heat Pump System Using River Water)

  • 박차식;김보현;김용찬;이영수;방기영
    • 설비공학논문집
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    • 제17권11호
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    • pp.1005-1013
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    • 2005
  • The use of river water as a heat source of a heat pump has the advantage in the performance compared to the use of atmospheric air because the temperature variation of river water over the year is relatively small. In this study, the performance of the heat pump system using river water as a heat source was numerically investigated. A simulation model for the 2-stage compression heat pump system was developed with each component model composed of compressors, heat exchangers, a flash tank and electronic expansion devices. The peformance of the heat pump system using river water was improved by $50\%$ compared to that using atmospheric air in winter conditions.

3종류의 구치부 Uprighting Spring의 초기응력분포에 관한 광탄성학적 연구 (A PHOTOELASTIC STUDY ON THE INITIAL STRESS DISTRIBUTION BY 3 TYPES OF MOLAR UPRIGHITNG SPRING)

  • 전윤식
    • 대한치과교정학회지
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    • 제24권3호
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    • pp.709-719
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    • 1994
  • The aim of this investigation was to identify which suing is more suitable for uprighting of the 30 degree inclined lower second molar in different situations. Between four different molar uprighting springs which were A, B, C type and T-loop spring, the author tested T-loop suing as a control material and the other springs were experimental group. Each spring was fabricated from .017' $\times$ .025' TMA wire and preactivated with 40 degree tip-back bend. Stabilizing unit included from the lower right central incisor to the lower right second premolar which were made by acrylic resin. The photoelastic overview of the lower right quadrant showed that stress concentrations were observed in its photoelastic model. The obtained results were as follows. 1. Higher concentration of compression can be seen clearly at the distal curvature than the mesial of the lower second molar when A type uprighting spring was applied, which can be used as a space regainer. 2. Higher level compression was presented at the mesial root apex area than the distal of the lower second molar in B type uprighting spring, which can be used as a space closer. 3. Areas of higher compression and tension were observed about the mesial and distal root of the lower second moalr than A and B type in C type uprighting spring, which can be used as a partial space regainer.

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사출/압축 성형 Center-Gated 디스크에서의 잔류 응력과 복굴절의 수치 해석 (I) - 모델링 및 기본 결과 - (Numerical Analysis of ]Residual Stresses and Birefringence in Injection/Compression Molded Center-gated Disks (I) - Modeling and Basic Results -)

  • 이영복;권태헌;윤경환
    • 대한기계학회논문집A
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    • 제26권11호
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    • pp.2342-2354
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    • 2002
  • The present study has numerically predicted both the flow -induced and thermally-induced residual stresses and birefringence in injection o. injection/compression molded center -gated disks. Analysis system for entire molding process was developed based on an ap propriate physical modeling including a nonlinear viscoelastic fluid model, stress-optical law, a linear viscoelastic solid model, free volume theory for density relaxation phenomena and a photoviscoelasticity and so on. Part I presents physical modeling a nd typical numerical analysis results of residual stresses and birefringence in the injection molded center-gated disk. Thermal residual stress was found to be extensional near the center, compressive near the surface and tend to become toward tensional at the surface. A double-hump profile was obtained across the thickness in birefringence distribution: nonzero birefringence is found to be thermally induced, the outer peak is due to the shear flow and subsequent stress relaxation during the filling stage a nd the inner peak is due to the additional shear flow and stress relaxation during the packing stage. Predicted birefringence including both the flow -induced and thermally-induced one becomes quite similar to the experimental one.

풍화토의 비배수 삼축압축시험시 전체 변형률 영역의 거동에 관한 연구 (The Behavior of Overall Strain Range in Undrained Triaxial Compression Tests for a Weathered Soil)

  • 안영대;오세붕;고동희;김동수
    • 한국지반공학회논문집
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    • 제18권1호
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    • pp.29-39
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    • 2002
  • 본 연구에서는 미소변형률에서 파괴규준을 포함하는 대변형률에 이르는 전체 변형률 영 역의 거동을 획득하기 위하여, LVDT를 장착하여 국부변위를 측정한 삼축압축시험을 수행하였다. 이러한 결과 미소변형률(0.001% 수준)에서 대변형를까지(10%)의 거동을 합리적으로 구할 수 있었으며, 불교란 및 교란 풍화토 시료에서의 변형계수가 미소변형률 영역에서 유사하게 나타났다. 그리고 공진주(RC)시험과 비배수 삼축압축시험에서 구한 정규화 전단변형계수$(G/G_{max})$ 곡선이 일치한 반면 최대전단변형계수$(G/G_{max})$는 포화도에 따라 상이하게 나타났다. 또한 비등방경화 구성모델의 계수 연구를 통하여 전체 변형률 영역 거동을 합리적으로 예측할 수 있음을 확인하였다.

Mechanical behaviour of concrete filled double skin steel tubular stub columns confined by FRP under axial compression

  • Wang, Jun;Liu, Weiqing;Zhou, Ding;Zhu, Lu;Fang, Hai
    • Steel and Composite Structures
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    • 제17권4호
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    • pp.431-452
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    • 2014
  • The present study focuses on the mechanical behaviour of concrete filled double skin steel tubular (CFDST) stub columns confined by fiber reinforced polymer (FRP). A series of axial compression tests have been conducted on two CFDST stub columns, eight CFDST stub columns confined by FRP and a concrete-filled steel tubular (CFST) stub column confined by FRP, respectively. The influences of hollow section ratio, FRP wall thickness and fibre longitudinal-circumferential proportion on the load-strain curve and the concrete stress-strain curve for stub columns with annular section were discussed. The test results displayed that the FRP jacket can obviously enhance the carrying capacity of stub columns. Based on the test results, a new model which includes the effects of confinement factor, hollow section ratio and lateral confining pressure of the outer steel tube was proposed to calculate the compressive strength of confined concrete. Using the present concrete strength model, the formula to predict the carrying capacity of CFDST stub columns confined by FRP was derived. The theoretically predicted results agree well with those obtained from the experiments and FE analysis. The present method is also adapted to calculate the carrying capacity of CFST stub columns confined by FRP.

변형 공정지도를 활용한 A350 LF2 소재의 고온 성형성 평가 (Evaluation of High Temperature Workability of A350 LF2 Using the Deformation Processing Map)

  • 정은정;김정한;이동근;박노광;이종수;염종택
    • 소성∙가공
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    • 제15권4호
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    • pp.333-339
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    • 2006
  • Hot deformation behavior of a carbon steel (A350 LF2) was characterized by compression tests in the temperature range of $800-1250^{\circ}C$ and the strain rate range of $0.001-10s^{-1}$, The microstructural evolution during hot compression was investigated and deformation mechanisms were analyzed by constructing a deformation processing map. Processing maps were generated using the combination of dynamic material model (DMM) and flow instability theories based on the flow stability criteria and Ziegler's instability criterion. In order to evaluate the reliability of the map, the mirostructural characteristics of the hot compressed specimens were correlated with test conditions in the stable and unstable regime. The combined microstructural and processing map of A350 LF2 was applied to predict an optimum condition and unstable regions for hot forming.

Energy evolution characteristics of coal specimens with preformed holes under uniaxial compression

  • Wu, Na;Liang, Zhengzhao;Zhou, Jingren;Zhang, Lizhou
    • Geomechanics and Engineering
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    • 제20권1호
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    • pp.55-66
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    • 2020
  • The damage or failure of coal rock is accompanied by energy accumulation, dissipation and release. It is crucial to study the energy evolution characteristics of coal rock for rock mechanics and mining engineering applications. In this paper, coal specimens sourced from the Xinhe mine located in the Jining mining area of China were initially subjected to uniaxial compression, and the micro-parameters of the two-dimensional particle flow code (PFC2D) model were calibrated according to the experimental test results. Then, the PFC2D model was used to subject the specimens to substantial uniaxial compression, and the energy evolution laws of coal specimens with various schemes were presented. Finally, the elastic energy storage ratio m was investigated for coal rock, which described the energy conversion in coal specimens with various arrangements of preformed holes. The arrangement of the preformed holes significantly influenced the characteristics of the crack initiation stress and energy in the prepeak stage, whereas the characteristics of the cumulative crack number, failure pattern and elastic strain energy during the loading process were similar. Additionally, the arrangement of the preformed holes altered the proportion of elastic strain energy Ue in the total energy in the prepeak stage, and the probability of rock bursts can be qualitatively predicted.

실시간 고압축 MPEG-4 비디오 코딩을 위한 전처리 시스템 (Preprocessing System for Real-time and High Compression MPEG-4 Video Coding)

  • 김준기;홍성수;이호석
    • 한국정보과학회논문지:컴퓨팅의 실제 및 레터
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    • 제9권5호
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    • pp.509-520
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    • 2003
  • 본 논문에서는 MPEG-4 비디오 부호화와 복호화 시스템의 실용성과 고효율의 압축을 위한 새로운 알고리즘을 개발하였다. MPEG-4 비디오 그룹에서는 실험과 경험을 통하여 비디오 검증 모델인 VM(Verification Model)을 개발하였다 또한 MPEG-4 표준화 과정을 통하여 ISO/IEC 14496-2 표준 문서와 VM에 기반하여 다양한 참조 소프트웨어가 개발되었다. MS-FDAM은 MPEG-4 참조 소프트웨어로서 표준 부호화와 복호화로 개발되었으나 고효율의 압축과 실용성에 제한이 있다. 이에 본 논문은 기본 MS-FDAM모델에 내용 기반 비디오 코딩의 핵심인 VOP 추출 알고리즘, 실시간 입력 시스템, 압축율을 높일 수 있는 움직임 감지 알고리즘을 추가하여 최대 180:1의 압축율을 보여주는 실시간 고압축 MPEG-4 시스템을 개발하였다.

실트질 해사의 역학적 특성 및 거동에 관한 연구 (Strength Characteristics and their Behaviours of Marine Silty Sands)

  • 장병욱;송창섭;우철웅
    • 한국농공학회지
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    • 제36권3호
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    • pp.74-83
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    • 1994
  • A series of isotropic consolidation tests, undrained and drained triaxial compression tests was carried out to investigate the physical characteristics and behaviours of marine silty sands collected from the western coast of Korea. This study also included a theoretical development of the constitutive equation to evaluate stress-strain relationship and volume change of silty sands. The results and main conclusions of the study are summarized as follows; 1. Isotropic compression and swelling index are linearly decreased with an increase in relative density. 2. Both undrained shear strengh and elastic modulus are increased with an increase in relative density and confining pressure. 3. Internal friction angles obtained from drained and undrained compression tests of the soils are proportional to relative density. 4. The phenomenon of dilatancy of each sample is less profound when confining stress is increased but more profound when relative density is increased. 5. The slope of critical state lines is 1.78 for Saemangum, 1.70 for Siewha and 1.26 for Sukmoon sands. 6. In this study, Drucker-Praper type criterion is used and hardening function of Cap model is modified by hyperbolic fuction. This will improve a lack of physical meaning of hardening parameters in conventional Cap model. 7. A newly developed constitutive equation to the forementioned silty sands and checked its applicability. This is in good agreement with the measured data.

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