• 정보보호학회논문지
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• 제21권2호
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• pp.149-156
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• 2011

전력 분석 공격이 소개되면서 다양한 대응법들이 제안되었고 그러한 대응법들 중 블록 암호의 경우, 암/복호화 연산도중 중간 값이 전력 측정에 의해 드러나지 않도록 하는 마스킹 기법이 잘 알려져 있다. 블록 암호의 마스킹 기법은 비선형 연산에 대한 비용이 가장 크며, 따라서 AES, ARIA, SEED의 경우 S-box에 대한 대응법을 효율적으로 설계해야만 한다. 하지만 기존의 AES, ARIA, SEED의 S-box에 대한 대응 방법은 마스킹 S-box 테이블을 사용하는 방법으로 하나의 S-box당 256 bytes의 RAM을 필수적으로 사용한다. 하지만 가용 RAM의 크기가 크지 않은 경량보안 디바이스에 이러한 기존의 대응법은 사용이 부적합하다. 본 논문에서는 이러한 단점을 보완하기 위해 마스킹 S-box 테이블을 사용하지 않는 새로운 대응법을 제안한다. 본 논문에서 제안하는 새로운 대응 기법은 비용이 적은 ROM을 활용, RAM의 사용량을 줄일 뿐 아니라 마스킹 S-box 테이블 생성 시간을 소요하지 않으므로 축소 라운드마스킹 기법 적용 시 고속화도 가능하다.

• 한국강구조학회 논문집
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• 제9권1호통권30호
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• pp.37-49
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• 1997

The buckling behavior of the web of steel girders are largely dependent on the size and the location of stiffeners and the restraining effect of top and bottom flanges. Elastic and inelastic buckling analyses based or the Spline Finite Strip Method were executed to study the stiffening effect of the longitudinal stiffener on the web of box girders and to find how the top and bottom flanges had effects on the web, where geometric boundary conditions were limited by both hinged, both fixed and the flange sections. The basic assumption for the longitudinal end boundary conditions was that the vertical stiffeners had the rigidity enough to force nil deflection line on the web panel so that the junction line between web and vertical stiffener was assumed to be hinged boundary conditions. The provisions on the longitudinal stiffener of the plate and box girders of the Korean Standard Highway Bridge Specifications(1995) and AASHTO Specifications(1994 LRFD) were compared with the results obtained numerically for the various longitudinal stiffener size of box girders. Simple equations and design curves for the longitudinal stiffener of the web were proposed for the practical use.

• Wind and Structures
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• 제30권1호
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• pp.55-67
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• 2020

Wind tunnel test is one of the most important means to study the flutter performance of bridges, but there are blockage effects in flutter test due to the size limitation of the wind tunnel. On the other hand, the size of computational domain can be defined by users in the numerical simulation. This paper presents a study on blockage effects of a simplified box girder by computation fluid dynamics (CFD) simulation, the blockage effects on the aerodynamic characteristics and flutter performance of a long-span suspension bridge are studied. The results show that the aerodynamic coefficients and the absolute value of mean pressure coefficient increase with the increase of the blockage ratio. And the aerodynamic coefficients can be corrected by the mean wind speed in the plane of leading edge of model. At each angle of attack, the critical flutter wind speed decreases as the blockage ratio increases, but the difference is that bending-torsion coupled flutter and torsional flutter occur at lower and larger angles of attack respectively. Finally, the correction formula of critical wind speed at 0° angle of attack is given, which can provide reference for wind resistance design of streamlined box girders in practical engineering.

• Steel and Composite Structures
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• 제23권5호
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• pp.611-621
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• 2017

This paper presents an investigation on the fire resistance of high strength fiber reinforced concrete filled box columns (CFBCs) under combined temperature and loading. Two groups of full-size specimens were fabricated. The control group was a steel box filled with high-strength concrete (HSC), while the experimental group consisted of a steel box filled with high strength fiber concrete (HFC) and two steel boxes filled with fiber reinforced concrete. Prior to fire test, a constant compressive load (i.e., load level for fire design) was applied to the column specimens. Thermal load was then applied on the column specimens in form of ISO 834 standard fire curve in a large-scale laboratory furnace until the set experiment termination condition was reached. The test results show that filling fiber concrete can improve the fire resistance of CFBC. Moreover, the configuration of longitudinal reinforcements and transverse stirrups can significantly improve the fire resistance of CFBCs.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2001년도 가을 학술발표회 논문집
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• pp.235-242
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• 2001

An optimization algoriam for the optimum design of prestressed concrete (PSC) box girder bridges is proposed in this paper. In order to optimize the tendon profile efficiently, a reduced basis technique is introduced. The optimization algorithm which includes the tendon profile, tendon size and concrete dimensions optimization problem of the PSC box girder bridges is verified on the Genetic algorikhm (GA) from the numerical examples. it may be positively stated that the optimum design of the PSC box girder bridges based on the new approach proposed in this study will lead to more rational and economical design compared with the currently available designs.

• Advances in concrete construction
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• 제15권4호
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• pp.251-267
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• 2023

In this paper, an experimental investigation is carried out to assess the inherent self-compacting properties of geopolymer mortar and its impact on flexural strength of thin-walled ferro-geopolymer box beam. The inherent self-compacting properties of the optimal mix of normal geopolymer mortar was studied and compared with self-compacting cement mortar. To assess the flexural strength of box beams, a total of 3 box beams of size 1500 mm × 200 mm × 150 mm consisting of one ferro-cement box beam having a wall thickness of 40 mm utilizing self-compacting cement mortar and two ferro-geopolymer box beams with geopolymer mortar by varying the wall thickness between 40 mm and 50 mm were moulded. The ferro-cement box beam was cured in water and ferro-geopolymer box beams were cured in heat chamber at 75℃ - 80℃ for 24 hours. After curing, the specimens are subjected to flexural testing by applying load at one-third points. The result shows that the ultimate load carrying capacity of ferro-geopolymer and ferro-cement box beams are almost equal. In addition, the stiffness of the ferro-geoploymer box beam is reduced by 18.50% when compared to ferro-cement box beam. Simultaneously, the ductility index and energy absorption capacity are increased by 88.24% and 30.15%, respectively. It is also observed that the load carrying capacity and stiffness of ferro-geopolymer box beams decreases when the wall thickness is increased. At the same time, the ductility and energy absorption capacity increased by 17.50% and 8.25%, respectively. Moreover, all of the examined beams displayed a shear failure pattern.

• Korean Chemical Engineering Research
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• 제51권6호
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• pp.685-691
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• 2013

이부프로펜은 비스테로이드성 소염진통제(Non-Steroidal Anti-Inflammatory Drugs; NSAIDs)의 대표적인 성분이다. 이부프로펜은 결정성이 크기 때문에 난용성이며, 따라서 생체이용률(bioavailability)도 낮다. 이와 같은 난용성을 개선하기 위해서는 이부프로펜의 입도를 감소시킬 필요가 있다. 본 연구의 목적은 이부프로펜의 분쇄조건을 최적화하는데 있다. 이부프로펜을 분쇄하기 위하여 유성밀을 사용하였으며, Box-Behnken 방법을 이용하여 분쇄변수들의 최적조건을 구하였다. 이부프로펜 분쇄생성물의 물성을 조사하기 위하여 입도, 결정크기 및 인장강도 측정에는 각각 입도분석기, XRD, tensile/compression tester를 사용하였다. 분쇄 최적조건은 밀회전수는 290 rpm, 시료장입량은 24.6 g, 분쇄시간은 10분이었으며, 이 조건에서 이부프로펜 분쇄생성물의 입도는 $13.5{\mu}m$이었다. 이부프로펜은 분쇄 후 결정크기가 감소하였다. 이부프로펜 분쇄생성물의 정제의 상대밀도가 0.85~0.90인 범위에서 그 정제의 인장강도는 $12{\sim}14Kg_f/cm^2$ 이었다.

• 수산해양기술연구
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• 제55권4호
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• pp.310-319
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• 2019

Although mud shrimp (Upogebia Major) provides benefits on the tidal flat ecosystem, it is causing the mass mortality of Manila clam (Tapes philippinarum) and large economic loss to the aquaculture farmer due to spreading in the entire coastal clam farm area of the West Sea of Korea. In this study, a mud shrimp blocking box for cultivating clam was tested to prevent the mud shrimp from invading the habitat of the clam. To determine the effect of the blocking box, the growth characteristics of the clams under various culture conditions were investigated. The shell length, total weight, condition index, the presence of mud shrimp in the box, and the soil decay in the box were examined according to whether the clams were raised in the box or in natural state, whether the box is covered with a net or not and the gap size of the box. As a result, no significant differences in shell length, total weight, and condition index were found between the clam grown in the box and the natural state (P>0.05) without any evidence of invading of mud shrimp to the box. In addition, the soil inside the box was in good condition, not decayed. Therefore, using the mud shrimp blocking box, mud shrimp can be prevented from propagating to the habitat of the clam, thereby contributing to the normal production of the clam and thus to restoring the clam farming.

• 융합보안논문지
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• 제24권1호
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• pp.69-76
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• 2024

화이트박스 구현은 암호 시스템의 비밀키를 보호하는데 사용되는 암호화 기술이다. 주로 음악, 비디오 등의 디지털 저작권 관리에 사용된다. 2002년 이후, 안전한 디지털 저작권 관리를 확보하기 위해 많은 화이트박스 구현이 개발되었다. 이는 고급 암호화 표준(AES) 및 데이터 암호화 표준(DES)에 적용되었다. ARIA는 대합(involution) 대입 치환 네트워크(SPN)를 사용하는 128비트 블록 암호로, 2004년에 한국 표준으로 채택되었다. 본 논문에서는 최초의 화이트박스 ARIA 구현을 제안한다. 우리의 구현은 전체 크기가 1,984KB인 7,696개의 조회 테이블로 구성된다. 안전성 측면에서 현저한 화이트박스 다양성과 화이트박스 모호함이 있음을 보인다.

• 한국구조물진단유지관리공학회 논문집
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• 제12권6호
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• pp.205-213
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• 2008

FRP 스트럿을 가진 PSC 박스거더 교량 구조는 기존의 PSC 박스거더를 효율적으로 변형시켜 넓어진 상부 슬래브의 캔틸레버 부분을 스트럿으로 지지하는 구조형식으로, 상부구조의 자중을 줄여 하부구조의 크기를 경감시키므로 경제적이고 미관이 뛰어난 교량 건설을 가능하게 한다. 본 연구에서는 국내에서 처음 시도되는 FRP 스트럿을 가진 PSC 박스거더의 실물모형 재하실험과 유한요소해석을 수행하여 상호 결과를 비교함으로써 FRP 스트럿을 가진 PSC 박스거더 교량 구조에서 FRP 스트럿과 스트럿 적용에 따른 상부 슬래브의 구조적 안전성에 대하여 평가하였다.