• 한국콘텐츠학회:학술대회논문집
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• 한국콘텐츠학회 2006년도 추계 종합학술대회 논문집
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• pp.647-651
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• 2006

본 논문에서는 국가 R&D관련 기관들의 데이터베이스에서 사용되고 있는 데이터 코드를 표준화하기 위해 R&D관련 4개 주요 기관들의 데이터베이스에서 사용되고 있는 코드를 비교분석하고, 코드 표준을 제정하기 위한 선행조사에 대하여 논한다. 조사결과 4대 주요 R&B관련 기관들의 DB에서 현재 코드로 관리하고 있는 개수는 340여개를 넘고 있었으며 이들 340여개 중에서 공통적이고 일반적인 것들이 150개로 서로 관련성이 있었다. 일반적이고 공통적인 150개 코드들에 대해 본 논문에서는 이들 150개 코드를 코드 의미에 따라 18개로 분류하고 코드 표준화를 위한 선행 조사를 행하였다.

• 대한전자공학회:학술대회논문집
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• 대한전자공학회 2000년도 추계종합학술대회 논문집(1)
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• pp.61-64
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• 2000

There are many methods of generating PN sequences. In this paper, we propose and examine a new class of composite shift register to generate PN sequences. The new composite generator, in comparison with the original LFSR which generates PN codes of period 2$^n$-1, when coupled with codes of period k, generates PN codes with (longer) period LCM(2$^n$-1,k).

• Wind and Structures
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• 제20권5호
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• pp.623-642
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• 2015

Several international codes have been developed for evaluating wind loads on structures; however, the wind structure interaction could not be accurately captured by these codes due to the gusty nature of wind and the dynamic behavior of structures. Therefore, the alternative wind tunnel testing was introduced. In this study, an introduction to the available approaches for wind load calculations for tall buildings was presented. Then, a comparative study between different codes: the Egyptian code, ECP 201-08, ASCE 7-05, BS 6399-2, and wind tunnel test results was conducted. An investigation has been carried out on two case studies tall buildings located within the Arabian Gulf region. Numerical models using (ETABS) software were produced to obtain the relation between codes analytical values and wind tunnel experimental test results for wind loads in the along and across wind directions. Results for the main structural responses including stories forces, shears, overturning moments, lateral displacements, and drifts were presented graphically in order to give clear comparison between the studied methods. The conclusions and recommendations for future works obtained from this research are finally presented to help improving Egyptian code provisions and show limitations for different cases.

• Structural Engineering and Mechanics
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• 제35권3호
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• pp.265-282
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• 2010

The shear contribution of transverse steel in reinforced concrete beams is generally assumed as independent of the concrete strength by most of the building codes. The shear strength of RC beams with web reinforcement is worked out by adding the individual contributions of concrete and stirrups. In this research 70 beams of medium strength concrete in the range of 52-54 MPa, compressive strength were tested in two sets of 35 beams each. In one set of 35 beams no web reinforcement was used, whereas in second set of 35 beams web reinforcement was used to check the contribution of stirrups. The values have also been compared with the provisions of ACI, Eurocode and Japanese Code building codes. The results of two sets of beams, when compared mutually and provisions of the building codes, showed that the shear strength of beams has been increased with the addition of stirrups for all the beams, but the increase is non uniform and irregular. The comparison of observed values with the provisions of selected codes has shown that EC-02 is relatively less conservative for low values of longitudinal steel, whereas ACI-318 overestimates the shear strength of RC beams at higher values of longitudinal steel. The Japanese code of JSCE has given relatively good results for the beams studied.

• Earthquakes and Structures
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• 제5권4호
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• pp.379-394
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• 2013

Post-earthquake fire (PEF) can lead to a rapid collapse of buildings damaged partially as a result of prior earthquake. Almost all standards and codes for the design of structures against earthquake ignore the risk of PEF, and thus buildings designed using those codes could be too weak when subjected to a fire after an earthquake. An investigation based on sequential analysis inspired by FEMA356 is performed here on the Immediate Occupancy, Life Safety and Collapse Prevention performance levels of structures, designed to the ACI 318-08 code, after they are subjected to an earthquake level with PGA of 0.35g. This investigation is followed by a fire analysis of the damaged structures, examining the time taken for the damaged structures to collapse. As a point of reference, a fire analysis is also performed for undamaged structures and before the occurrence of earthquake. The results indicate that the vulnerability of structures increases dramatically when a previously damaged structure is exposed to PEF. The results also show that the damaging effects of post-earthquake fire are exacerbated when initiated from the second and third floor. Whilst the investigation is made for a certain class of structures (conventional buildings, intermediate reinforced structure, 3 stories), the results confirm the need for the incorporation of post-earthquake fire into the process of analysis and design, and provides some quantitative measures on the level of associated effects.

• 대한인간공학회지
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• 제20권3호
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• pp.61-76
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• 2001

This study is for analyzing the explosion accidents in the tunnels, roads, subways, streets and various kinds of building construction area with the use of Fault Tree Analysis(FTA). based on the police Department and Guns & Explosives Safety Technology Association's researching materials. the explosion accidents have been investigated and analyzed between 1988 and 1977. As the result, we can find out that the majority of the explosion accidents in Korea is the accidents by flown stones(45.7%), like in Japan. So we make the research chart which is needed for analyzing the explosion accident, and then analyze these accidents systematically. using the investigation codes of the industrial accidents. After that, the FTA was performed on the accidents by flown stones. They result fromm non-observance of the safety rules, and lees knowledge of the safety and so on. Moreover several causes are combined and then the accidents are apt to happen. So according to the results of this study, for the protection of the explosion accidents, the specialized safety education is badly needed and the enough investigation of the places before the work along with the management for safety in working must be planned.

• 한국항행학회논문지
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• 제16권1호
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• pp.41-53
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• 2012

최근 악성코드에 의한 피해가 개인이나 기업으로부터 기관이나 국가 차원으로 진화하고 있고 악성코드가 사용하는 기술 역시 점점 고도화되고 다양한 기법들을 흡수하여 매우 지능적으로 발전하고 있다. 한편, 보안전문가들은 시그니쳐 탐색 등의 정적 분석과 역공학 등의 동적 분석으로 이에 대응하고 있지만 이는 새로이 출현하는 지능적인 악성코드에 긴급히 대처하기에는 부족함이 있다. 따라서, 악성코드들의 행위 분석에 앞서 대개의 악성코드들이 가지는 감염절차 및 파일 은닉기법에 대한 분석을 우선적으로 수행하고 이를 토대로 재빠른 초동분석이 이루어진 후 그 무력화 방법을 포함한 제반 상세분석이 이루어질 것이 요구된다. 따라서 본 논문에서는 악성코드의 초기 진압을 위하여 요구되는 감염 절차의 분석과 파일 은닉기법의 분석 방안을 연구하였으며 그 과정에서 스팸메일을 발송하는 것으로 가장 널리 알려진 Rustock을 대상으로 실험하였다. 실험 결과를 통하여, 향후 새로이 출현하는 악성코드에 대한 재빠른 대처가 가능할 것으로 판단된다.

• 정보처리학회논문지A
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• 제15A권1호
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• pp.45-52
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• 2008

본 논문에서는 심볼릭 링크 공격에 취약한 코드를 정의하고 프로그램 분석 기법을 사용하여 이를 검출하는 방법을 제안한다. 심볼릭 링크 공격을 해결하기 위한 기존의 방법들은 심볼릭 링크 공격을 방어하기 위한 기법들로써 임시 파일에 대한 접근 시 공격이 이루어졌는지에 대한 적절한 검사가 이루어져야 하나, 이를 간과할 경우 공격의 위험에 노출되게 된다. 본 논문에서 제안하는 방법은 심볼릭 링크 공격에 취약한 부분을 자동으로 모두 검출함으로써 프로그래머가 심볼릭 링크 공격을 안전하게 방어할 수 있도록 한다. 제안하는 방법은 취약점 분석을 위해서 기존의 타입 시스템에 새로운 타입 한정자를 추가하고, 추가된 타입 한정자를 고려한 타입 검사를 통해서 심볼릭 링크 공격의 취약점을 식별한다. 제안하는 방법은 자동으로 심볼릭 링크 공격의 취약점을 모두 검출할 수 있기 때문에, 프로그래머가 취약한 것으로 식별된 코드에 대해서만 기존의 방어 기법을 적용하도록 함으로써 프로그램을 전반적으로 검토하거나 수정해야 하는 부담을 줄여준다는 장점을 가진다. 제안하는 방법을 널리 알려진 실용적인 프로그램을 대상으로 실험해 본 결과 전체 fopen() 함수 중 일부만 심볼릭 링크 공격에 취약한 것으로 분석되었으며, 이는 제안한 방법이 프로그래머의 부담을 줄이는데 유용함을 보여준다.

• Structural Engineering and Mechanics
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• 제31권2호
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• pp.225-235
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• 2009

The present paper reviews the shear design (of reinforced concrete beam) provisions of four different national codes and proposes a new but simplified shear strength empirical expression, incorporating variables such as compressive strength of concrete, percentage of longitudinal and vertical steel/s, depth of beam in terms of shear span-to-depth ratio, for reinforced concrete (RC) beams without shear reinforcement. The expression is based on the experimental investigation on RC beams without shear reinforcement. Further, the comparisons of shear design provisions of four National codes viz.: (i) IS 456-2000, (iii) BS 8110-1997, (iv) ACI 318-2002 (v) EuroCode-2-2002 and the proposed expression for the prediction of shear capacity of normal beam/s, have been made by solving a numerical example. The results of the numerical example worked out suggest that there is need for revision in the shear design procedure of different codes. Also, the proposed expression is less conservative among the IS, BS & Eurocode.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2023년도 봄 학술논문 발표대회
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• pp.167-168
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• 2023

Construction of reinforced concrete structures required massive amounts of concrete and steel rebar. The current procedure to estimate the quantity of rebar requires tedious and time-consuming manual labor. Consequently, this circumstance made the engineers vulnerable to error and mistake, which led to the rebar waste. No system that is capable of automatically calculating rebar length has yet been developed Thus, this study proposes a preliminary investigation of automatic rebar length estimation of beam element by using BIM-based shape codes drawn in Revit. Beam is chosen due to its complexity in the rebar arrangement. In addition, the development of this study could assist engineers on the construction site and effectively contribute to the minimization of rebar waste in the future.