• 정보보호학회논문지
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• 제32권2호
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• pp.171-179
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• 2022

자체 수정 코드(Self-Modifying-Code)란 실행 시간 동안 스스로 실행 코드를 변경하는 코드를 말한다. 이런 기법은 특히 악성코드가 정적 분석을 우회하는 데 악용된다. 따라서 이러한 악성코드를 효과적으로 검출하려면 자체 수정 코드를 파악하는 것이 중요하다. 그동안 동적 분석 방법으로 자체 수정 코드를 분석해왔으나 이는 시간과 비용이 많이 든다. 만약 정적 분석으로 자체 수정 코드를 검출할 수 있다면 악성코드 분석에 큰 도움이 될 것이다. 본 논문에서는 LLVM IR로 변환한 바이너리 실행 프로그램을 대상으로 자체 수정 코드를 탐지하는 정적 분석 방법을 제안하고, 자체 수정 코드 벤치마크를 만들어 이 방법을 적용했다. 본 논문의 실험 결과 벤치마크 프로그램을 컴파일로 변환한 최적화된 형태의 LLVM IR 프로그램에 대해서는 설계한 정적 분석 방법이 효과적이었다. 하지만 바이너리를 리프팅 변환한 비정형화된 LLVM IR 프로그램에 대해서는 자체 수정 코드를 검출하기 어려운 한계가 있었다. 이를 극복하기 위해 바이너리를 리프팅 하는 효과적인 방법이 필요하다.

• Nuclear Engineering and Technology
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• 제55권1호
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• pp.131-143
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• 2023

Constitutive equations in a nuclear reactor safety analysis code are mostly empirical correlations developed from experiments, which always accompany uncertainties. The accuracy of the code can be improved by modifying the constitutive equations fitting wider range of data with less uncertainty. Thus, the sensitivity of the code with respect to the constitutive equations is evaluated quantitatively in the paper to understand the room for improvement of the code. A new methodology is proposed which first starts by dividing the thermal hydraulic conditions into multiple sub-regimes using self-organizing map (SOM) clustering method. The sensitivity analysis is then conducted by multiplying an arbitrary set of coefficients to the constitutive equations for each sub-divided thermal-hydraulic regime with SOM to observe how the code accuracy varies. The randomly chosen multiplier coefficient represents the uncertainty of the constitutive equations. Furthermore, the set with the smallest error with the selected experimental data can be obtained and can provide insight which direction should the constitutive equations be modified to improve the code accuracy. The newly proposed method is applied to a steady-state experiment and a transient experiment to illustrate how the method can provide insight to the code developer.

• 대한전자공학회논문지
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• 제20권5호
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• pp.23-30
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• 1983

Duobinary 선로부호를 수정하여 "0"의 길이가 제한된 최소 대역폭 선로부호를 설계하였다. 이 새로운 부호는 duobinary와는 달리 "0"기 길이가 제한되어 self-clocking 특성을 가지므로, 수신측의 원활한 동기 재생을 위한 송신측의 데이타 스크램블링이 필요없다. 또한, 눈폭(eye width)과 오판율(error rate) 특성도 duobinary에 버금하며, 전력스펙트럼도 그에 유사하여, optical fiber와 같은 저역통파특성의 선로에 적합하다.

• Structural Engineering and Mechanics
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• 제22권5호
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• pp.541-562
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• 2006

This paper compares the performance of axially loaded concrete filled steel tube (CFST) columns cast using a conventionally vibrated normal concrete (NC) and a novel self-consolidating concrete (SCC) made with a new viscosity modifying admixture (VMA). A total of sixteen columns with a standard compressive strength of about 50 MPa for both SCC and NC were tested by applying concentric axial load through the concrete core. Columns were fabricated without and with longitudinal and hoop reinforcement (Series I and Series II, respectively) in addition to the tube confinement. The slenderness of the columns expressed as height to diameter ratio (H/D) ranged between 4.8 and 9.5 for Series CI and between 3.1 and 6.5 for Series CII. The strength and ductility of SCC columns were found comparable to those of their NC counterparts as the maximum strength enhancement in NC columns ranged between 1.1% and 7.5% only. No significant difference in strain development was found due to the presence of SCC or NC or due to the presence of longitudinal and hoop reinforcement. Biaxial stress development in the steel tube as per von Mises yield criterion showed similar characteristics for both SCC and NC columns. The confined strength ($f^{\prime}_{cc}$) of SCC was found to be lower than that of NC and $f^{\prime}_{cc}$ also decreased with the increase of slenderness of the columns. Analytical models for the prediction of confined concrete strength and axial strength of CFST columns were developed and their performance was validated through test results. The proposed models were found to predict the axial strength of CFST columns better than existing models and Code based design procedures.