• 제목/요약/키워드: Static data

검색결과 2,095건 처리시간 0.032초

A Study on Variant Malware Detection Techniques Using Static and Dynamic Features

  • Kang, Jinsu;Won, Yoojae
    • Journal of Information Processing Systems
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    • 제16권4호
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    • pp.882-895
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    • 2020
  • The amount of malware increases exponentially every day and poses a threat to networks and operating systems. Most new malware is a variant of existing malware. It is difficult to deal with numerous malware variants since they bypass the existing signature-based malware detection method. Thus, research on automated methods of detecting and processing variant malware has been continuously conducted. This report proposes a method of extracting feature data from files and detecting malware using machine learning. Feature data were extracted from 7,000 malware and 3,000 benign files using static and dynamic malware analysis tools. A malware classification model was constructed using multiple DNN, XGBoost, and RandomForest layers and the performance was analyzed. The proposed method achieved up to 96.3% accuracy.

다차원 동적 화일 구조를 이용한 데이타 분포의 추정 (Estimation of Data Distribution Using Multidimensional Dynamic File Organization)

  • 김상욱
    • 산업기술연구
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    • 제15권
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    • pp.41-50
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    • 1995
  • This paper presents a technique for estimating distribution of data stored in a database. This technique is very useful for accurate selectivity estimation, which is essential in query optimization and physical database design. To maintain data distribution, we employ the directory of the multilevel grid file, a multidimensional dynamic file organization. The major advantage of our technique is that data distribution information is maintained dynamically in the multilevel grid file. In contrast, other static methods such as the histogram method use static date structures, which requires periodic restructuring. Furthermore, we propose a method for keeping the abstract information of data distribution in main memory. This is advantageous in the situation where the size of main memory is not sufficient. Finally, We also suggest formulas for calculating selectivies of various queries based on our data distribution information.

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회전체 진동 데이터의 AC/DC 성분 데이터 획득 및 분석 장치 (An Acquisition and Analysis Equipment of Dynamic/Static Data on a Rotating Vibration)

  • 이정석;유등열;이철
    • 디지털산업정보학회논문지
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    • 제5권4호
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    • pp.127-137
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    • 2009
  • This paper is proposed that in-output Digital module is acquired a vibration signal of a rotating machinery by Data Acquisition System. The module is designed to get ride of nose through low pass filter on the vibration signal from sensors and set the gain value for being able to sampling AC to DC, and also the sampled data by sampler and the conversed data by DIP/FPGA is supplied to the analyzer for analysis at a software tool. The DIP(Digital Signal Processor) of the Digital input/output Board makes Average voltage, Peak to Peak voltage, RMS(Root Mean Square) and Gap voltage, also FFT(Fast Fourier Transform) for rotating vibration diagnosis.

정압력 홀을 적용한 초고속 유동 데이터 획득 방안에 관한 연구 (Research on the air data acquisition method using static pressure hole)

  • 최종호;윤현걸
    • 한국추진공학회:학술대회논문집
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    • 한국추진공학회 2010년도 제34회 춘계학술대회논문집
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    • pp.406-410
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    • 2010
  • 본 논문은 초고속 비행체의 특정 위치에 정압력을 측정하여 속도, 받음각 등 유동 데이터를 효과적으로 획득할 수 있는 유동 데이터 획득 및 처리 알고리즘에 대해 제시하였다. 기존의 공기 유동데이터 획득시스템과는 다르게 센서 여유(redundancy) 및 오류 검출 기능을 지니고 있으며 전산유동해석(CFD)을 통해 미리 획득한 데이터를 적용한 알고리즘을 적용하였다. 상용 프로그램인 매트랩 및 시뮬링크를 사용하여 알고리즘에 대해 검증하였다.

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정적 및 동적 응답을 이용한 교량의 손상도 추정 기법 (Damage Identification Technique for Bridges Using Static and Dynamic Response)

  • 박우진
    • 한국안전학회지
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    • 제20권2호
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    • pp.119-126
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    • 2005
  • Load bearing structural members in a wide variety of applications accumulate damage over their service life. From a standpoint of both safety and performance, it is desirable to monitor the occurrence, location, and extent of such damage. Structures require complicated element models with a number of degrees of freedom in structural analysis. During experiment much effort and cost is needed for measuring structural parameters. The sparseness and errors of measured data have to be considered during the parameter estimation Of Structures. In this paper we introduces damage identification algorithm by a system identification(S.I) using static and dynamic response. To study the behaviour of the estimators in noisy environment Using Monte Carlo simulation and a data measured perturbation scheme is adopted to investigate the influence of measurement errors on identification results. The assessment result by static and dynamic response were compared, and the efficiency and applicabilities of the proposed algorithm are demonstrated through simulated static and dynamic responses of a truss bridge. The assessment results by each method were compared and we could observe that the 5.1 method is superior to the other conventional methods.

현장정재하시험 결과를 통한 타입말뚝 지지력 판정법 비교 연구 (A Comparative Study on the Evaluation of Bearing Capacity for Driven Pile in Static Load Test)

  • 천병식;서덕동;최헌길;윤환호
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 춘계 학술발표회 논문집
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    • pp.677-686
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    • 2005
  • The allowable bearing capacity of a pile, the most important factor in stability estimation, is determined by applying safety factor to the ultimate load or yield load. There are several but contradictory methods available in current design codes to estimate the allowable bearing capacity and the safety factor. This paper analyzes load-settlement curves obtained from 19 static load tests measured from 11 sites. At all tests, the load is applied until apparent failure is observed. The validity of the ultimate and yield load estimation method and load caculated from the settlement criterion is investigated through comparison with the measured data. In addition, a new procedure to estimate allowable load and safety factor is proposed. Additional data from field static load tests, such as those incorporated in this study, are needed to more reliably apply the proposed method in design practice.

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에비안스-함베르크 스트레칭 방법이 고관절의 능동 가동범위와 우모각에 미치는 영향 (The Effects of Evjenth-Hamberg Stretching on Active Range of Motion of the Hip Joint and the Pennation Angle)

  • 천승철;장기연
    • 한국전문물리치료학회지
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    • 제17권2호
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    • pp.43-50
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    • 2010
  • The purpose of this study was to investigate the effects of Evjenth-Hamberg stretching on the active range of motion (ROM) of the hip joint and the pennation angle of the semitendinosus muscle. Eighty healthy adults participated in this study. The active ROM of the hip joint was measured by a goniometer and the pennation angle of the semitendinosus muscle was measured by ultrasonographic imaging (USI). Both ROM and pennation angle were recorded before and after the static stretching and the Evjenth-Hamberg stretching, respectively. Data were analyzed using paired t-lest and independent t-test at p<.05. The results were as follows: 1) The active ROM of the hip joint increased significantly after both stretching interventions compared with the baseline (p<.001). However, the active ROM of the hip joint increased significantly in Evjenth-Hamberg stretching compared with static stretching. 2) The pennation angle decreased significantly after both stretching interventions compared with the baseline (p<.001). However, the pennation angle decreased significantly in Evjenth-Hamberg stretching compared with static stretching. 3) Reliability data showed that there was a high consistency in USl measurements (ICC=.978). Our findings suggest that the Evjenth-Hamberg stretching was more effective than static stretching in increasing the active ROM of the hip joint and decreasing the pennation angle of the semitendinosus muscle.

자기등가회로 모델링법에 의한 LPM 정추력 해석 (Calculating the static thrust of LPM by magnetic equivalent circuit modelling method)

  • 김동회;김광헌;김영민;황종선
    • 한국전기전자재료학회:학술대회논문집
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    • 한국전기전자재료학회 2003년도 하계학술대회 논문집 Vol.4 No.1
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    • pp.227-232
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    • 2003
  • Usually, the thrust of a Linear Pulse Motor(LPM) is calculated by magnetic equivalent circuit modelling method. Analytical thrust deviation exists to calculating magnetic flux density by using Permeance Modelling Method, Finite Element Method, and Velocity Electric Motive Force Method. For calculating accuracy thrust by using these every method, the thrust is calculated and compared by Lorentz Force Method, Magnetic Coenergy Method, and Maxwell correspondence force Method. And that becomes important factor at the comparison of each capacity and parameter of motor. So this study wants to compare and analyze measurement data and calculating data of the static thrust of LPM. and then we can get more accuracy method, calculating the static thrust of LPM.

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정적인 스트레칭과 Evjenth-Hamberg 스트레칭이 슬관절 등속성 근력에 미치는 효과 (The Effect of Static Stretching and Evjenth-Hamberg Stretching for Isokinetic Muscle Strength of Knee Joint)

  • 고태성;정호발
    • The Journal of Korean Physical Therapy
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    • 제18권5호
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    • pp.43-51
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    • 2006
  • Purpose: The purpose of this study was to examine the effects of static stretching and Evjenth-Hamberg stretching on isokinetic muscle strength of knee flexors and extensors. Methods: The subjects were composed of eighty healthy males without weight-training experience. ROM of knee joint measured active maximal extension and isokinetic Peak Torque measured $60^{\circ}/sec,\;120^{\circ}/sec$ using an the En-Knee. Three tests(Baseline, 4 weeks, 8 weeks, respectively) was operated to examine change of each variable. Data were analyzed with a $2{\times}3$ analysis of variance ($group{\times}test$) for repeated measures on last factor by SPSS package 10.0. The data analysis revealed muscle strength were dependent on stretching method. Results: The results were as follows. First, Evjenth-Hamberg stretching(E-HS) was more effective than static stretching(SS) on ROM. Second, Peak Torque of knee flexors and extensors was improved in both methods by each time. but E-HS was more improved than SS. Conclusion: In conclusion, This study indicates that E-HS is more efficient than SS on muscle strength improvement.

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Damage assessment based on static and dynamic responses applied to foundation beams

  • Orbanich, Claudio J.;Ortega, Nestor F.;Robles, Sandra I.;Rosales, Marta B.
    • Structural Engineering and Mechanics
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    • 제72권5호
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    • pp.585-595
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    • 2019
  • Foundations are a vital part of structures. Over time, the foundations can deteriorate due to unforeseen overloads and/or settlements, resulting in the appearance of cracks in the concrete. These cracks produce changes in the static and dynamic behavior of the affected foundation, which alter its load carrying capacity. In this work, non-destructive techniques of relative simplicity of application are presented for the detection, location, and quantification of damage, using numerical models, solved with the finite element method and Power Series. For this, two types of parameters are used: static (displacement and elastic curvature) and dynamics (natural frequencies). In the static analysis, the damage detection is done by means of a finite elements model representing a beam supported on an elastic foundation with a discrete crack that varies in length and location. With regard to dynamic analysis, the governing equations of the model are presented and a method based on Power Series is used to obtain the solution for a data set, which could be the Winkler coefficient, the location of the crack or the frequency. In order to validate the proposed methodologies, these techniques are applied to data obtained from laboratory tests.