• 제목/요약/키워드: Static behavior

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정적 분석을 이용한 알려지지 않은 악성 스크립트 감지 (Detection of Unknown Malicious Scripts Using Static Analysis)

  • 이성욱;배병우;이형준;조은선;홍만표
    • 정보처리학회논문지C
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    • 제9C권5호
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    • pp.765-774
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    • 2002
  • 정적 휴리스틱 분석은 알려지지 않은 악성 코드를 감지하는데 널리 사용되는 기법으로, 악성 코드에 보편적으로 존재하는 코드 조각들을 탐색하여 대상 코드의 악성 여부를 판단한다. 그러나, 스크립트로 작성된 악성 코드에서는 정형화된 코드 조각들을 찾아내기 어려우므로, 특정한 메소드 호출들의 존재만을 검사하는 것이 보편적이다. 이러한 감지 방식은 높은 감지 오류율을 보이게 되는데, 이는 많은 메소드들이 일반 스크립트에서도 빈번하게 사용될 수 있는 것들임에 기인한다. 따라서, 현재 정적 휴리스틱 분석은 일반 스크립트에서 거의 사용되지 않는 특별한 메소드 호출들로 이루어진 악성 행위만을 감지하는데 제한적으로 사용되고 있다. 본 논문에서는 메소드 호출 뿐 아니라 이에 관련된 파라미터와 리턴 값까지 고려하여 악성 행위 패턴을 정확하게 감지함으로써 이러한 단점을 극복할 수 있는 정적 분석 기법을 제안하고 그 구현을 제시한다. 또한, 구현된 시스템 상에서의 실험을 통해, 높은 긍정 오류 때문에 기존 기법의 적용이 어려웠던 악성 행위가 제안된 기법으로 감지될 수 있음을 보인다.

콤포케스팅법에 의해 제조된 알루미늄 금속복합재료의 동파괴 인성치에 관한 연구 (Experimental Investigation of the Dynamic Fracture Toughness for Aluminum Alumina Whisker Metal Matrix Composites)

  • Kim, M.S.;Lee, H.C.
    • 한국정밀공학회지
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    • 제10권3호
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    • pp.152-160
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    • 1993
  • This paper presents experimental study of the static and dynamic fracture toughness behavior of a A1-6061 aluminum alloy reinforced alumina( .delta. -A1$_{2}$0$_{3}$) whiskers with 5%, 10%, 15% volume fraction. The static fracture tests using three-point bending specimen were performed by UTM25T. And drop weight impact tester performing dynamic fracture tests was used to measure dynamic locads applied to a fatigue-precracked specimes. The oneset of crack initiation was detected uwing a strain gage bonded near a crack tip. The value of static fracture toughness $K_{IC}$ and dynamic fracture toughness $K_{ID}$ were decided on the basis of linear elastic fracture mechanics. The effects of fiber volume fraction and loading on fracture toughness were investigated. The distribution of whiskers, bonding state and fracture interfaces involved in void, fiber pull-out state were investigated by optical microscopy(OM) and scanning electron microscopy(SEM)

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사각 보행 로보트의 제작 및 균형추를 이용한 안정성 향상에 관한 연구 (A Development of 4-legged Walking Machine and the Enhancement of Static Stability Margin Using Balancing Weight)

  • 강신천;오준호;정경민
    • 한국정밀공학회:학술대회논문집
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    • 한국정밀공학회 1991년도 추계학술대회 논문집
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    • pp.146-154
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    • 1991
  • As the application of robotic systems expand its scope, more research efforts are given in providing mobility to the robotic systems so that they can travel across various paths including those with formidable obstacles such as stairways or rough terrains. Legged locomotion is mainly concerned because the walking motion, like that of animal behavior, has many advantages over wheel type or track type locomotion especially in rough terrain. Walking robot, in general, having a discrete number of legs, have inherently low static stability. Static stability can be increased to a certain degree, by improving walking method, but it has many limitations such as reduced travel speed. A very promising possibility lies in the use of balancing weight, nevertheless its actual implementation is very rare. In this study, a 4-legged walking machine is developed and the static stability margin is increased with the balancing weight. In the future, this robot will be used to take an experiment on the walking in mush terrain.

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탄소성 정적해석시 해에 미치는 여러인자들의 비교연구 (A Comparative Study on Elastic-Plastic-Static Analysis of Sheet Metal Forming)

  • 박종진
    • 한국소성가공학회:학술대회논문집
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    • 한국소성가공학회 1999년도 춘계학술대회논문집
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    • pp.241-244
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    • 1999
  • A series of parametric study was performed for the investigation of the influence of several analysis parameters to the solution behavior in the elasti-plastic-static analysis of sheet metal forming. The parameters taken into the consideration in the present study are finite element mesh distribution and numerical integration scheme, The elstic-plastic-static analysis was performed for two cases : deflection by a point force bending by a punch Results obtained with different selections of the parameters were compared with each other experimental measurements and analytical solutions.

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고강도 콘크리트를 적용한 얇은 RC 판부재의 정적 강도 안전성 평가 (Structural Safety Evaluation for Static Strength of Thin Plate RC Member with High Strength Concrete)

  • 황훈희;박성용
    • 한국안전학회지
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    • 제32권5호
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    • pp.69-75
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    • 2017
  • Structural safety evaluation for static strength of thin plate RC member with high strength concrete is conducted in this study. Static strengths were predicted and compared with the experimental values. Predicted values were calculated by the evaluation formula based on the punching shear behavior and the yield line theory which can appear in the plate members. Static load tests were carried out for the specimens with high strength concrete and the test results were compared with the required performance in design. The comparison results show that the specimens with high strength concrete have sufficient structural safety for flexural and punching shear performance required in design. High strength concrete specimens exhibited excellent strength despite their small thickness. The range of concrete strengths applied in this study was about 60 MPa to 100 MPa.

가공물 형상에 따른 동적 및 정적 절삭력 성분 분석법 (Dynamic and Static End-milling Force Analysis According to Workpiece Geometry)

  • 양재용;윤문철;김병탁
    • 한국기계가공학회지
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    • 제11권4호
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    • pp.13-19
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    • 2012
  • There are many dynamic properties in measured end-milling force. So, it is difficult to predict the real static property of end-milling force. Also the behavior of end-milling force is very complex to predict with the measured one. To extract the static property from measured force, it must be filtered and its problem is closely related to a de-noising one. Also this paper presents alternative de-noising method of end-milling force using wavelet filter bank, based on the wavelet transform and its inverse one. In this paper, by comparing the measured force and its wavelet filtered one, the fundamental end-milling force property after wavelet transform is well reviewed and analyzed. This result of wavelet filtering with filter bank shows the static force of end-milling which has severe dynamic properties occurring in entry and exit state of edge emersion into the workpiece.

퀼형 공작기계구조물의 다단계 최적화(1) (정강성 해석 및 다목적함수 최적화) (Multi-Phase Optimization of Quill Type Machine Structures(1) (Static Compliance Analysis & Multi-Objective Function Optimization))

  • 이영우;성활경
    • 한국정밀공학회지
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    • 제18권11호
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    • pp.155-160
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    • 2001
  • To achieve high precision cutting as well as production capability in the machine tool, it is needed to develop excellent rigidity statically, dynamically and thermally as well. In order to predict the qualitative behavior of a machine tool, simultaneous analysis of mechanics and heat transfer is required. Generally, machine tool designers have solved designing problems based on partial estimation of the specified rigidity. This study clears the inter-relationship between therm, and propose multi-phase optimization of machine tool structure using a genetic algorithm. The multi-phase solution method is consists of a series of mechanical design problem. At this first phase of static design problem, multi-objective optimization for the purpose of minimization of the total weight and static compliance minimization is solved using the Pareto Genetic Algorithm.

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Accurate FDTD Analysis of Bow-tie Antenna

  • Cho, Young-Il;Park, Dong-Hyuk;Park, Soeng-Ook
    • Journal of electromagnetic engineering and science
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    • 제4권1호
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    • pp.13-16
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    • 2004
  • In this paper, FDTD analysis of the bow-tie antenna is investigated by incorporating static field solution that is suitable to the bow-tie antenna without increasing computational time. Transforming static feld solution to the rotated grid system, we can obtain the transformed static field solution which is able to represent field behavior near the oblique edge line of the bow-tie antenna. The result shows a good agreement with a MoM analysis and is compared conformal modeling technique and regular FDTD method.

장지간 PSC 바닥판의 정적펀칭강도 (Punching Strength of Long-Span PSC Deck Slabs)

  • 황훈희;조창빈;윤혜진;김성태
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2005년도 봄학술 발표회 논문집(I)
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    • pp.467-470
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    • 2005
  • This study was performed to evaluate the static strength of long-span PSC deck slabs. In the previous study, the minimum thickness of PSC deck slabs in the composite two-girder bridge was proposed. To examine the structural behavior and safety of the PSC deck slabs designed in accordance with the proposed minimum thickness, 1/3 scaled PSC deck slabs in the composite two-girder bridge were tested under the static loading. The test results were compared with the predicted values proposed by the code and Matsui. Test results showed ultimate static strength of the PSC deck slabs designed in accordance with the proposed minimum thickness have enough margin of safety. The static failure mode of each test specimen was punching shear mode.

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Static and dynamic finite element analysis of honeycomb sandwich structures

  • Triplett, Matt H.;Schonberg, William P.
    • Structural Engineering and Mechanics
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    • 제6권1호
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    • pp.95-113
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    • 1998
  • The extensive use of honeycomb sandwich structures has led to the need to understand and analyze their low velocity impact response. Commercially available finite element software provides a possible analysis tool for this type of problem, but the validity of their material properties models for honeycomb materials must be investigated. Three different problems that focus on the effect of differences in honeycomb material properties on static and dynamic response are presented and discussed. The first problem considered is a linear elastic static analysis of honeycomb sandwich beams. The second is a nonlinear elastic-plastic analysis of a circular honeycomb sandwich plate. The final problem is a dynamic analysis of circular honeycomb sandwich plates impacted by low velocity projectiles. Results are obtained using the ABAQUS final element code and compared against experimental results. The comparison indicates that currently available material properties models for honeycomb materials can be used to obtain a good approximation of the behavior of honeycomb sandwich structures under static and dynamic loading conditions.