• Title/Summary/Keyword: 동적 성능기준

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Enhancing Classification Performance of Temporal Keyword Data by Using Moving Average-based Dynamic Time Warping Method (이동 평균 기반 동적 시간 와핑 기법을 이용한 시계열 키워드 데이터의 분류 성능 개선 방안)

  • Jeong, Do-Heon
    • Journal of the Korean Society for information Management
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    • v.36 no.4
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    • pp.83-105
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    • 2019
  • This study aims to suggest an effective method for the automatic classification of keywords with similar patterns by calculating pattern similarity of temporal data. For this, large scale news on the Web were collected and time series data composed of 120 time segments were built. To make training data set for the performance test of the proposed model, 440 representative keywords were manually classified according to 8 types of trend. This study introduces a Dynamic Time Warping(DTW) method which have been commonly used in the field of time series analytics, and proposes an application model, MA-DTW based on a Moving Average(MA) method which gives a good explanation on a tendency of trend curve. As a result of the automatic classification by a k-Nearest Neighbor(kNN) algorithm, Euclidean Distance(ED) and DTW showed 48.2% and 66.6% of maximum micro-averaged F1 score respectively, whereas the proposed model represented 74.3% of the best micro-averaged F1 score. In all respect of the comprehensive experiments, the suggested model outperformed the methods of ED and DTW.

Dynamic Service Chaining Method Considering Performance of Middlebox Over SDN (소프트웨어 정의 네트워크상의 미들박스 성능을 고려한 동적 서비스 체이닝 방안)

  • Oh, Hyeongseok;Kim, Namgi;Choi, Yoon-Ho
    • Journal of Internet Computing and Services
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    • v.16 no.6
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    • pp.47-55
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    • 2015
  • The conventional dynamic routing methods in Software Defined Networks (SDN) set the optimal routing path based on the minimum link cost, and thereby transmits the incoming or outgoing flows to the terminal. However, in this case, flows can bypass the middlebox that is responsible for security service and thus, thus the network can face a threat. That is, while determining the best route for each flow, it is necessary to consider a dynamic service chaining, which routes a flow via a security middlebox. Therefore, int this paper, we propose a new dynamic routing method that considers the dynamic flow routing method combined with the security service functions over the SDN.

Constrained One-Bit Transform using Extension of Matching error criterion (정합 오차 기준을 확장한 제한된 1비트 변환 알고리즘)

  • Lee, Sang-Gu;Yun, Jang-Hyeok;Jeong, Je-Chang
    • Proceedings of the Korean Society of Broadcast Engineers Conference
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    • 2013.06a
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    • pp.267-269
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    • 2013
  • 본 논문은 제한된 1비트 변환 (Constrained One-Bit Transform : C1BT) 알고리즘의 정합 오차 기준의 동적 범위를 확장하는 알고리즘을 제안하였다. C1BT는 정합 오차 기준으로 SAD (Sum of Absolute Differences)를 사용하지 않고 CNNMP (Constrained Number of Non-Matching Points)를 사용하여 하드웨어 구현을 용이하게 하고 속도를 대폭 향상시켰다. 이는 기존의 움직임 예측 방법인 전역 탐색 알고리즘 (Full Search Algorithm: FSA)과 비교하여 연산량을 크게 줄였으나 움직임 예측의 정확도를 현저히 감소시켰다. 이 점을 개선하기 위해 이 논문에서는 C1BT의 정합 오차 기준을 확장하여 움직임 예측의 정확도를 높이는 알고리즘을 제안하였다. 기존의 C1BT와 제안하는 알고리즘을 비교한 결과에서 제안하는 알고리즘이 기존의 C1BT에 비해 움직임 예측의 정확도의 기준인 PSNR 측면에서 더 우수한 성능을 보였다.

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Seismic Resistance Response of Railway Station Building Retrofitted by Metallic Dampers (강재댐퍼를 적용한 역사 건물의 내진 응답)

  • Lee, Hyun-Ho
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.14 no.2
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    • pp.82-88
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    • 2010
  • The purpose of this research is a seismic capacity evaluation and strengthening of existing railway station buildings, which were constructed before the seismic design code activated. The seismic capacity of 2nd story RC station building is evaluated by using nonlinear time-history analysis. Analysis results are checked by story drift ratio and story shear, which are described in design code. As a result, the story shears are exceeding the base shear of the design code, the appropriate seismic strengthening methods are needed. To improve the seismic capacity, metallic dampers are used. Evaluation parameters are metallic damper shape and damper installation methods. Dampers are installed in four places in X and Y directions of station buildings. By reviewing of time-history analysis results, the metallic damper, which is installed inverted K-brace type, shows a better seismic performance than other damper shape and installation methods.

Efficient Representative-Key Frame Extraction Using Dynamic Segmentation Method (동적 분할 기법을 이용한 효율적인 대표키 프레임 추출)

  • 김영희;이순희;최운종;박장춘
    • Proceedings of the Korean Information Science Society Conference
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    • 1999.10b
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    • pp.515-517
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    • 1999
  • 본 논문에서는 내용 기반 검색을 위한 방법의 핵심 기술중의 하나인 효율적인 대표키 프레임 추출을 위해 동적인 분할 기법을 제안하고, 다양한 장르의 비디오 데이터에 대하여 그 성능을 평가해 본다. 제안된 대표키 프레임 추출법은 기존의 균등 분할 방법에서 필요 이상의 분할이나 적은 분할로 인하여 중복 추출되거나 추출 대상에서 제외되었던 대표키를 효율적으로 검출할 수 있는 방법으로서 이는 분할 기준을 영상의 각 장르별 특징에 맞도록 동적으로 적용함으로써 획일적인 값을 적용한 기존의 연구와는 달리 차별을 가진다. 제안된 알고리즘으로 대표키 프레임을 추출하기 위하여 뉴스, 영화, 뮤직 드라마, 광고와 같은 다양한 장르별로 실험한 결과, 제안된 대표키 프레임 검출 방법이 효율적임을 확인할 수 있었다.

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Parameter Generation Algorithm for LSTM-RNN-based Speech Synthesis (LSTM-RNN 기반 음성합성을 위한 파라미터 생성 알고리즘)

  • Park, Sangjun;Hahn, Minsoo
    • Proceedings of the Korean Society of Broadcast Engineers Conference
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    • 2017.06a
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    • pp.105-106
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    • 2017
  • 본 논문에서는 최대 우도 기반 파라미터 생성 알고리즘을 적용하여 인공 신경망의 출력인 음향 파라미터 열의 정확성 및 자연성을 향상시키는 방법을 제안하였다. 인공 신경망의 출력으로 정적 특징벡터 뿐 만 아니라 동적 특징벡터도 함께 사용하였고, 미리 계산된 파라미터 분산을 파라미터 생성에 사용하였다. 추정된 정적, 동적 특징벡터의 평균, 분산을 EM 알고리즘에 적용하여 최대 우도 기준 파라미터를 추정할 수 있다. 제안된 알고리즘은 파라미터 생성 시 동적 특징벡터 및 분산을 함께 적용하여 시간축에서의 자연성을 향상시켰다. 제안된 알고리즘의 객관적 평가로 MCD, F0 의 RMSE 를 측정하였고, 주관적평가로 선호도 평가를 실시하였다. 그 결과 기존 알고리즘 대비 객관적, 주관적 성능이 향상되는 것을 검증하였다.

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Improvement of Seismic Performance Evaluation Method of Gravity Type Concrete Dam Applying Maximum Credible Earthquake (MCE) (가능최대지진(MCE)을 적용한 중력식 콘크리트 댐 내진성능평가 방안 개선)

  • Oh, Jeong-Keun;Jeong, Yeong-Seok;Kwon, Min-Ho
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.26 no.5
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    • pp.74-85
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    • 2022
  • The purpose of this paper is to review the applicability of the current standards for the evaluation method of input variables and performance level in seismic performance evaluation by dynamic plastic analysis of the concrete gravity-type dam to which MCE is applied, and to suggest improvements. To this end, a domestic concrete gravity-type dam was selected as a target facility, dynamic plasticity analysis was performed under various conditions, and applicability to input variables such as concrete tensile strength and breaking energy, was reviewed. By analyzing the effect of cracks at the bottom of the gravity dam on the stability of the activity, an improvement plan for the performance level evaluation method required to secure the water storage function was derived. If the proposed improvement plan is applied, it will have the effect of deriving more reasonable evaluation results than the current seismic performance evaluation method to which MCE is applied.

Seismic Performance Assessment of Unreinforced Masonry Wall Buildings Using Incremental Dynamic Analysis (증분동적해석을 통한 비보강 조적벽식 건물의 내진성능 평가)

  • Kwon, Ki Hyuk;Kim, Man Hoe;Kim, Hyung Joon
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.17 no.3
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    • pp.28-39
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    • 2013
  • The most common housing type in Korea is low-rise buildings with unreinforced masonry walls (UMWs) that have been known as a vulnerable seismic-force-resisting system (SFRS) due to the lack of ductility capacities compared to high lateral stiffness of an UMW. However, there are still a little experimental investigation on the shear strength and stiffness of UMWs and on the seismic performance of buildings using UMWs as a SFRS. In Korea, the shear strength and stiffness of UMWs have been evaluated with the equations suggested in FEMA 356 which can not reflect the structural and material characteristics, and workmanship of domestic UMW construction. First of all, this study demonstrates the differences in shear strength and stiffness of UMWs obtained from between FEMA 356 and test results. The influence of these differences on the seismic performance of UMW buildings is then discussed with incremental dynamic analyses results of a prototype UMW building that were selected by the site survey of more than 200 UMW buildings and existing test results of UMWs. The seismic performance assessment of the prototype UMW building are analyzed based on collapse margin ratios and beta values repesenting uncertainty of seismic capacity. Analysis results show that the seismic performance of the UMW building estimated using the equations in FEMA 356 underestimates both a collapse margin ratio and a beta value compared to that estimated by test results. Whatever the estimation is carried out two cases, the seismic performance of the prototype building does not meet the criteria prescribed in a current Korean seismic code and about 90% collapse probability presents for more than 30-year-old UMW buildings under earthquakes with 2400 return years.

Accuracy of Combined Block Adjustment with GPS-Permanentstation (GPS 연속관측점을 이용한 결합블럭조정의 정확도)

  • 박운용;이재원;신상철
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.17 no.1
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    • pp.21-32
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    • 1999
  • Mapping and precise point determination by photogrammetry have been shown to be an economic solution. But control points are necessary to determine the exterior orientation parameters. Although the number of required control points has been reduced based on extended bundle adjustment and reinforced cross-strip, the ground survey is a significant factor of whole expenses in photogrammetry. The status of GPS-photogrammetry with kinematic DGPS-positioning to overcome this disadvantages, is now steadly progressive since the first possibility has been proved. The completed satellite configuration, powerful receiver function and upgraded software for kinematic DGPS-positioning have extensively improved the accuracy of combined bundle adjustment. So the research for the operational use of GPS-photogrammetry is absolutely necessary. The presented test field was designed for identification of subsidences in a coal mining area, flown with 60% sidelap and cross strips. Just with 6 control points and combined block adjustment instead of the traditionally used 21 horizontal and 81 vertical control points the same ground accuracy has been reached. The accuracy of kinematic GPS-positioning and combined block adjustment was independent upon the distance of the ground reference station. It also has been showed that the special model for the systematic error correction in the combined block adjustment.

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Dynamic Power Management Framework for Mobile Multi-core System (모바일 멀티코어 시스템을 위한 동적 전력관리 프레임워크)

  • Ahn, Young-Ho;Chung, Ki-Seok
    • Journal of the Institute of Electronics Engineers of Korea SD
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    • v.47 no.7
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    • pp.52-60
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    • 2010
  • In this paper, we propose a dynamic power management framework for multi-core systems. We reduced the power consumption of multi-core processors such as Intel Centrino Duo and ARM11 MPCore, which have been used at the consumer electronics and personal computer market. Each processor uses a different technique to save its power usage, but there is no embedded multi-core processor which has a precise power control mechanism such as dynamic voltage scaling technique. The proposed dynamic power management framework is suitable for smart phones which have an operating system to provide multi-processing capability. Basically, our framework follows an intuitive idea that reducing the power consumption of idle cores is the most effective way to save the overall power consumption of a multi-core processor. We could minimize the energy consumption used by idle cores with application-targeted policies that reflect the characteristics of active workloads. We defined some properties of an application to analyze the performance requirement in real time and automated the management process to verify the result quickly. We tested the proposed framework with popular processors such as Intel Centrino Duo and ARM11 MPCore, and were able to find that our framework dynamically reduced the power consumption of multi-core processors and satisfied the performance requirement of each program.