• Proceedings of the Korean Society of Broadcast Engineers Conference
• /
• 2004.11a
• /
• pp.99-102
• /
• 2004

본 논문에서는 SIMD 명령어를 이용하여 H.264 복호화기의 역 정수 변환 과정과 역 양자화 과정을 고속으로 처리 할 수 있는 방법을 제안한다. 제안하는 고속 역 변환 방법을 ZERO 블록에 대하여 역 변환과 역 양자화 과정을 수행하지 않음으로써 속도 향상을 얻을 수 있다. 움직임이 적은 Akiyo 영상에서는 QP=0일 때 참조 코드(reference code)의 역 정수 변환과 역 양자화 과정에 비하여 7.52배, QP=24인 경우 8.1배의 속도 향상을 얻을 수 있다. 또한 움직임이 많은 Stefan 영상에 대해서는 QP=0일 때 고속 역 변환 방법이 참조 코드의 역 정수 변환과 역 양자화 과정에 비하여 6.7배. QP=36인 경우 7.83배의 속도 향상을 얻을 수 있다

• Journal of the Institute of Electronics and Information Engineers
• /
• v.53 no.4
• /
• pp.106-114
• /
• 2016

In this paper, we propose an efficient integer inverse transform structure for vp9 decoder. The proposed structure is a hardware structure which is easy to control and requires less hardware resources, and shares algorithms for realizing entire DCT(Discrete Cosine Transform), ADST(Asymmetric Discrete Sine Transform) and WHT(Walsh-Hadamard Transform) in vp9. The integer inverse transform for vp9 google model has a fast structure, named butterfly structure. The integer inverse transform for google C model, unlike universal fast structure, takes a constant rounding shift operator on each stage and includes an asymmetrical sine transform structure. Thus, the proposed structure approximates matrix coefficient values for all transform mode and is used to matrix operation method. With the proposed structure, shared operations for all inverse transform algorithm modes can be possible with reduced number of multipliers compared to the butterfly structure, which in turn manages the hardware resources more efficiently.

• Transactions of the Korean Society of Mechanical Engineers
• /
• v.5 no.3
• /
• pp.170-177
• /
• 1981

1,200.deg.C에서의 단조철은 점소성을 나타내며 인발과 압출시 변형영역이 구형수렴형태가 됨을 실험을 통하여 나타난다. 이 변형역 모델로부터 평형방정식을 사용하여 평균 압출 및 인발응력과 정수압을 계산해 낸다. 평균 압출 및 임발응력은 상계 해석 방법에 의한 결과와 비교하여 본 연구의 해석방법의 유효성을 타진하고 정수압은 다른 연구자들의 결과와 비교 검토되며 특히 냉간가공의 경우와 비교 검토 된다. 그 외에 마찰계수, 급형각도와 단면감소율의 영향에 대해서도 논의 된다.

• Geotechnical Engineering
• /
• v.9 no.1
• /
• pp.21-30
• /
• 1993

To know the importance of soil paramters which are used to estimate the deformation and porepressure of soil, the sensitivity for soil parameters in elastic analysis is analyzed. Using the consolidation teat results of several cohesive soils, soil parameters are estimated by back analysis method, and from the parameters the deformations and porepressures of the soil are estimated by elastic analysis, In elastic analysis for soil-deformation and porepressure, the sensitivity for the Young's modulus is large, and the esimation of Young's modulus is more important in pro- portion to the size of stress. Using the measured results during initial short period in small stress, the soil parameters can be correctly estimated by back analysis method. To decrease the iteration number in back analysis and to get the better paramters, the initial measurements in more nodes are required and the more accurate initial measurements are required.

• Membrane Journal
• /
• v.32 no.2
• /
• pp.126-132
• /
• 2022

Water purifiers have a quite different characteristic in comparison with general membrane water treatment processes in which the running and resting are repeated dozens of times a day. In the case of water purifiers using reverse osmosis membranes, this characteristic makes a phenomenon that the total dissolved solids (TDS) of permeate in water purifiers at the beginning of running shows a higher value than a normal value (TDS reduction is lower than a normal value). It is called "TDS creep". The effects of resting times and feed concentrations on the TDS creep were investigated. The feed flushing, the volume increase in permeate side and the flushing with purified water were applied to reduce TDS creep and the effectiveness were observed. Among these trials, the minimization of concentration between feed and permeate side of reverse osmosis membrane like the flushing with purified water can be an ultimate solution to reduce the TDS creep.

• Proceedings of the Korean Information Science Society Conference
• /
• 2000.04a
• /
• pp.668-670
• /
• 2000

공개키 암호 알고리즘의 암호화 함수는 한 방향으로의 계산은 매우 쉬우나, 역 계산은 매우 어렵다는 일방향성과 특별한 정보를 가지면 역 계산이 가능하다는 트랩도어(trapdoor)성질이 있어야 하기 때문에 NP 문제나 계산상 풀기 어려운 수학 문제에 기반하여 연구되고 있다. 본 논문에서는 정수 계획법이라는 NP-완전 문제를 이용한 새로운 공개키 암호 알고리즘을 제안한다. 이 알고리즘의 키 생성 방식은 기존의 배낭꾸리기 암호 TTMXPA의 방식과 유사히지만 기존 시스템의 공격 대상이었던 비밀키가 가지는 취약성을 보완하였다.

• 대학교육
• /
• s.4
• /
• pp.5-7
• /
• 1983

• Journal of the Korean Geosynthetics Society
• /
• v.8 no.3
• /
• pp.25-34
• /
• 2009

Determination of design parameters of composite ground including colluvial soil layer is far difficult because the maximum particle size of such a soil is remarkably large and particle distribution may vary from area to area. The stress-strain behavior of colluvial soils is in fact dependent upon the engineering characteristics at the boundary between coarse and fine materials. However, strength parameters are in general determined based on the characteristics of fine material, which causes an underestimation of such parameters. In this study, strength parameters of colluvial soil are evaluated by means of BIMROCK model curve. In addition, limit equilibrium analysis is carried out to verify the rational shear strength evaluation.

• Journal of Korean Tunnelling and Underground Space Association
• /
• v.15 no.3
• /
• pp.357-373
• /
• 2013

In this paper, a back analysis program for analyzing the behavior of tunnel-ground system and evaluating the material properties and tunnel design parameters was developed. This program was designed to be able to implement the back analysis of underground structure by combination of using FLAC and optimized algorithm as direct method. In particular, Rosenbrock method which is able to do direct search without obtaining differential coefficient was adopted for the back analysis algorithm among optimization methods. This back analysis program was applied to the site to evaluate the design parameters. The back analysis was carried out using field measurement results from 5 sites. In the course of back analysis, nonlinear regression analysis was carried out to identify the optimum function of the measured ground displacement. Exponential function and fractional function were used for the regression analysis and total displacement calculated by optimum function was used as the back analysis input data. As a result, displacement recalculated through the back analysis using measured displacement of the structure showed 4.5% of error factor comparing to the measured data. Hence, the program developed in this study proved to be effectively applicable to tunnel analysis.

• Proceedings of the Membrane Society of Korea Conference
• /
• 1996.10a
• /
• pp.64-66
• /
• 1996

원수 중의 오염물의 양과 종류가 급격히 증가함에 따라 기존의 정수방법은 점차 그 한계를 노출하고 있다. 이러한 문제점의 대안으로 최근 막분리기술을 도입한 고도정수처리공정이 주목되고 있다. 역삼투(reverse osmosis)와 나노여과(nanofiltration)등의 분리막을 이용한 정수처리 공정에 대한 연구가 활발히 진행되어 왔으나, 경제성이 보다 큰 한외여과(ultrafiltration, UF)와 부날활성탄(powdered activated carbon, PAC)의 결합 시스템의 도입이 연구되고 있다. 따라서 본 연구에서는 PAC-UF 시스템의 유입수에 배경물질(background organic matters, BOM)을 포함한 이성분계에서 미량유기물의 경쟁적 흡착 거동을 고찰하였다.