• Journal of the Korean Geotechnical Society
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• v.24 no.5
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• pp.27-35
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• 2008

Geotechnical characteristic values for reliability-based design were analyzed using domestic marine clays. Analysis results indicate that there were close to mean values in oder of Student/Ovesen, Schneider and EN 1990's approach. However, it was found that the EN 1990's approach is inappropriate far estimating geotechnical characteristic value due to low reliability of estimation results. Four approaches had a trend of evaluating characteristic value conservatively with increasing of soil variability. Also, stability and settlement of breakwater subjected to nominal stress with unimproved soft grounds were computed to investigate the effects of estimated characteristic values. In case of using the Schneider's approach, the ratio of allowable bearing capacity/acting loads suggested 65% of that obtained from using the arithmetic mean approach, and showed underestimated value of 13.6% of the settlement obtained from the latter. The comparison of case designs using a representative value from arithmetic mean approach with the proposed approaches, using characteristic value showed that the former was mostly overestimated.

• Journal of the Earthquake Engineering Society of Korea
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• v.11 no.2 s.54
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• pp.1-9
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• 2007

The method of generating the artificial acceleration time histories for seismic analysis based on genetic algorithms is presented. For applying to the genetic algorithms, the frequencies are selected as the decision variables eventually to be genes. An arithmetic average crossover operator and an arithmetic ratio mutation operator are suggested in this study. These operators as well as the typical simple crossover operator are utilized in generating the artificial acceleration time histories corresponding to the specified design response spectrum. Also these generated artificial time histories are checked whether their outward features are to be coincident with the recorded earthquake motion or not. The features include envelope shape, correlation condition between 2 horizontal components of motion, and the relationship of max. acceleration, max. velocity and max. displacement of ground.

• Korean Journal of Construction Engineering and Management
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• v.7 no.4 s.32
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• pp.100-108
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• 2006

Non-working days affected by weather conditions of the construction-sites have been estimated without proper data. They are usually estimated based on project engineer's own experience and intuition. As a result, they cause not only economic loss to time-adjustment but also conflicts among project participants. It becomes more difficult to predict the weather nowadays than before due to tendency of recently weather change. Therefore, this paper presents an improved estimation method for non-working days, which could minimize estimation errors. The estimation method is developed based on analysis of regional characteristics and weather conditions which affect project duration.

• Journal of the Korean Society of Hazard Mitigation
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• v.10 no.6
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• pp.35-43
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• 2010

This study was carried out to find reliable relations between various concrete strength properties which are used as input data in concrete pavement design program. Concretes were made from different sources of coarse grained(granite, limestone and sandstone) and fine grained aggregates such as natural sand, washed sand and crushed sand. From strength test results, model equations were obtained based on the relation between strengths. For each coarse grained aggregate, models for compression-flexural strengths, compression-split tensile strengths, compressive strength-modulus and flexural-split tensile strengths with age were obtained. For concrete mixed with gneiss granite aggregates, concrete strengths were obtained from numerical mean values of concrete strengths mixed with fine grained aggregates. In addition models for concrete split tensile strengths and modulus values were provide by averaging numerically the estimated values obtained from the derived relationship and the experimental values. This is due to more scattered values of split tensile strengths and modulus values than other strength properties. Finally criteria for drying shrinkage strain as well as Poisson's ratio for concrete used in pavement were presented for all mixes with differed coarse grained aggregates.

• Journal of Korea Water Resources Association
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• v.42 no.2
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• pp.131-139
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• 2009

The weather accidents by global warming effect are increasing rapidly whole world. Flood forcasting system and hydrological database are operated by almost all the countries in the world. An objective of this study is to research revised methods of missing rainfall data and find more effective revised method for this operating system. 194 rainfall data of the Han river basin is used. Arithmetic average method, coefficient of correlation weighting method and inverse distance weighting method are compared to estimate revised methods. The result from the analysis shows that coefficient of correlation weighting method is best quantitatively among the 3 methods.

• Proceedings of the Korea Water Resources Association Conference
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• 2017.05a
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• pp.545-545
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• 2017

The purpose of this study was to analyze the characteristics of water quality and spatial and temporal water quality in Nakdong River basin. Spatial changes of water quality in Nakdong River due to inflow of sewage treatment plant and main tributaries were analyzed. The water quality data were collected from the water environment information system of the National Institute of Environmental Research (NIED) for 8 days interval from 2004 to 2015, and the collected data were analyzed for water quality items (flow rate, BOD, TN, TP). The discharge water quality data of 32 sewage treatment plants were collected from the National Institute of Environmental Research (NIER) nationwide from 2012 to 2015 and arithmetically averaged over the spring and autumn seasons.

• Proceedings of the Korean Society of Broadcast Engineers Conference
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• 2014.11a
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• pp.200-202
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• 2014

본 논문은 High bit-depth 를 위한 SIMD (Single Instruction, Multiple Data) 명령어 기반 보간 필터 고속화 방법을 제안한다. 픽셀 연산을 기반으로 하는 보간 필터링은 HEVC 복호화기에서 높은 복잡도를 차지하고 있지만 반복적인 산술연산을 수행하기 때문에 SIMD 를 이용한 고속화에 적합한 구조를 가지고 있다. 이러한 이유로 본 논문에서는 보간 필터 연산에 대하여 SIMD 명령어를 이용하여 메모리를 효율적으로 사용하여 고속화하는 방법을 제안한다. 제안하는 기술은 HEVC 참조 소프트웨어 HM 12.0-RExt 4.1 에 기반을 둔 ANSI C 기반 자체 개발 HEVC RExt 복호화기 소프트웨어에서 평균 8.5%의 복호화 속도향상을 보였으며, 보간 필터의 수행 시간을 평균 24.8% 향상시켰다.

• Proceedings of the Korean Society of Broadcast Engineers Conference
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• 2015.07a
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• pp.552-554
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• 2015

본 논문은 AVX2 (Advanced Vector eXtension 2) 명령어 집합을 이용하여 HEVC (High Efficiency Video Coding) 복호화기의 역-변환 모듈을 고속화하는 방법을 제안한다. AVX2 명령어 집합은 256 비트 레지스터를 사용하여 다수의 데이터를 한번의 명령을 통해 병렬적으로 연산할 수 있으며 반복적인 산술 연산 혹은 논리 연산 구조에서 효율적이다. 제안하는 방법은 AVX2 명령어 집합을 이용하여 $8{\times}8{\sim}32{\times}32$ 크기의 TU (Transform Unit) 단위로 수행되는 역-변환 연산을 행렬의 곱 형태로 연산하여 고속화하였다. 실험 결과 AVX2 명령어 집합을 이용한 역-변환 연산은 Chen 알고리즘에 비해 평균 51% 속도 향상을 보였으며 SSE (Streaming SIMD Extension) 명령어 집합을 이용한 연산에 비해 평균 20%의 속도 향상 결과를 얻을 수 있었다.

• Proceedings of the Korean Society of Broadcast Engineers Conference
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• 2018.11a
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• pp.194-196
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• 2018

본 논문은 가상현실 음향 구현을 위한 심층신경망 기반 사운드 보간 방법에 관한 것으로서, 이를 통해 두 지점에서 취득한 음향 신호들을 사용하여 두 지점 사이의 음향을 생성한다. 산술평균이나 기하평균 같은 통계적 방법으로 사운드 보간을 수행할 수 있지만 이는 실제 비선형 음향 특성을 반영하기에 미흡하다. 이러한 문제를 해결하기 위해서 본 연구에서는 두 지점들과 목표 지점의 음향신호를 기반으로 심층신경망을 훈련하여 사운드 보간을 시도하였으며, 실험결과 통계적 방법에 비해 심층신경망 기반 사운드 보간 방법의 성능이 우수함을 보였다.

• Convergence Security Journal
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• v.8 no.3
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• pp.33-39
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• 2008

Software failure time presented in the literature exhibit either constant, monotonic increasing or monotonic decreasing. For data analysis of software reliability model, data scale tools of trend analysis are developed. The methods of trend analysis are arithmetic mean test and Laplace trend test. Trend analysis only offer information of outline content. In this paper, we discuss exponentially weighted moving average chart, in measuring failure time. In control, exponentially weighted moving average chart's uses are efficiency case of analysis with knowing information, Using real software failure time, we are proposed to use exponentially weighted moving average chart and comparative analysis of software failure time.