• 대한지역사회영양학회지
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• 제13권5호
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• pp.640-652
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• 2008

Hypertension is among the most common and important risk factors for stroke, heart attack, and heart failure which is considered to be the leading cause of death in Korea. The prevalence rate of hypertension in Korea is 27.9%, according to the 2006 Korea National Health and Nutrition Survey. Since non-pharmacologic nutrition education is recommended as the first step in the management of hypertension, evaluation of nutrition program is needed to form strategies for improving patients' dietary adherence. This study was designed to evaluate the overall effectiveness of a hypertension nutrition education program (HNEP) for reducing the salt intake, at a public health center located in Gyunggi-province. The HNEP was offered for 16 weeks from May to September in 2007. Nutrition education activities included cooking classes, food preparation demonstrations, physical fitness programs, salty taste preference test sessions, games, case-study presentations, planning and evaluation of menus, etc. Forty patients participated fully in the program which had 47 female enrollees. Data about nutrient intake (24-hour recall), nutrition knowledge, food behavior were collected before (baseline) and after the program. Changes after program completion indicated the following: 1) diastolic blood pressure was decreased (p < 0.05), 2) sodium (salt) intake was also decreased (p < 0.01), especially baseline high salt intake group, 3) nutrition knowledge was improved (p<0.001), 4) dietary behaviors for maintaining a low salt diet was improved (p < 0.001), 5) participants preferred cooking class from nutrition education methods. As a conclusion, it appears that a nutrition education program for hypertensive female elderly for reducing the salt intake might effectively decrease blood pressure and salt intake. It also improves nutrition knowledge, dietary behavior, and finally adherence to a recommendable low-sodium diet.

• 한국구조물진단유지관리공학회 논문집
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• 제25권5호
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• pp.102-113
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• 2021

「시설물의 안전 및 유지관리 실시 세부지침(성능평가편)」의 내구성능 평가에서 열화환경 평가항목으로 제시된 제설제 및 비래염분에 의한 염해환경, 동해환경이 국내 국도 상 콘크리트 도로시설물의 염화물 침투특성에 미치는 영향을 살펴보았다. 강원 고성, 서울, 경기 고양, 부산에 위치한 교량 총 4개소, 강원권 방호울타리 4개소, 부산권 방호울타리 3개소 및 옹벽 1개소를 대상 시설물로 선정하였으며, 제설제에 의한 직접·간접적인 염해환경, 해안거리 및 교각 높이별 비래염분에 의한 염해환경에서 염화물 침투특성을 분석하였다. 분석 결과, (1) 제설제 살포일수(강설일수)에 따른 지역별 특성이 명확하게 구분되었고, (2) 바닥판 관통 누수 혹은 신축이음부를 통한 누수 등이 발생한 경우 침투 염화물량이 유의미한 수준까지 증가하였으며, (3) 부산 해안가에 위치한 교량의 경우 높이 20m까지 비래염분의 영향권에 해당함을 확인하였다. 이로부터, 동일한 시설물이라도 노출된 열화환경, 부재의 위치 및 높이, 열화진전상태에 따라 염화물 침투특성이 달라지기 때문에 시설물 점검 시 점검대상 부재 및 위치의 선정이 매우 중요함을 확인하였으며, 국내 지역별 및 부재별 열화환경에서의 염화물 침투특성에 관한 데이터베이스를 구축한다면 콘크리트 시설물에 대한 선제적인 내구성능 관리가 가능할 것으로 기대된다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.790-793
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• 2004

The factors influencing concrete deterioration in marine environment can be generally divided into the physical and chemical action. The physical attack due to drying and wetting would increase the internal stress of concrete. The chemical attack resulting from the diffusion of ions$(i,e,\;Cl^-,SO_4^{2-},Mg^+)$ from seawater through the pores in concrete. The objective of this study is to evaluate corrosion characteristics of steel when using the various concrete materials under marine exposure environment. After 3 years of exposure, concrete specimen incorporating $40\%$ blast-furnace slag as replacement for type I cement with low w/c ratio of 0.42 and using the inhibitor shows excellent performance.

• Journal of Information Processing Systems
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• 제11권3호
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• pp.406-420
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• 2015

We present a secure and robust image watermarking scheme that uses combined reversible DWT-DCT-SVD transformations to increase integrity, authentication, and confidentiality. The proposed scheme uses two different kinds of watermarking images: a reversible watermark, $W_1$, which is used for verification (ensuring integrity and authentication aspects); and a second one, $W_2$, which is defined by a logo image that provides confidentiality. Our proposed scheme is shown to be robust, while its performances are evaluated with respect to the peak signal-to-noise ratio (PSNR), signal-to-noise ratio (SNR), normalized cross-correlation (NCC), and running time. The robustness of the scheme is also evaluated against different attacks, including a compression attack and Salt & Pepper attack.

• Journal of applied mathematics & informatics
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• 제39권5_6호
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• pp.859-882
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• 2021

In the proposed paper, a new algorithm based on Nonlinear Feedback Shift Register (NLFSR) and modified RC4A (Rivest Cipher 4A) cipher is introduced. NLFSR is used for image pixel scrambling while modified RC4A algorithm is used for pixel substitution. NLFSR used in this algorithm is of order 27 with maximum period 2^27-1 which was found using Field Programmable Gate Arrays (FPGA), a searching method. Modified RC4A algorithm is the modification of RC4A and is modified by introducing non-linear rotation operator in the Key Scheduling Algorithm (KSA) of RC4A cipher. Analysis of occlusion attack (up to 62.5% pixels), noise (salt and pepper, Poisson) attack and key sensitivity are performed to assess the concreteness of the proposed method. Also, some statistical and security analyses are evaluated on various images of different size to empirically assess the robustness of the proposed scheme.

• 한국산학기술학회논문지
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• 제12권4호
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• pp.1876-1883
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• 2011

TPM(Trusted Platform Module)은 신뢰 컴퓨팅 환경을 구성하기 위해 근간이 되는 하드웨어 칩으로서 이 칩의 주요 기능들을 사용하기 위해서는 명령어에 대한 사전 인가 과정이 필요하다. TPM 명령어 인가 과정은 명령어 사용자가 정당한 비밀 정보(usage secret)를 알고 있는 사용자인지를 TPM에게 인지시키는 과정이다. 명령어 인가에 사용되는 비밀 정보는 패스워드 형식이어서 공격자가 사용자와 TPM간의 전송 메시지를 도청할 수 있다면 오프 라인 사전 공격을 통해 유추될 가능성이 있다. 본 논문에서는 이론적으로 제시된 오프라인 사전 공격(off-line dictionary attack)이 가능한지 실제 TPM 칩을 장착한 PC 환경에서 그 가능성을 검증하고 이 공격을 방어하기 위한 새로운 대응책을 제안하였다. 제안하는 대응책은 현재 사용 중인 TPM 칩의 명령어 구조를 바꾸지 않은 상태에서 바로 응용할 수 있어 이전의 대응책보다 효과적으로 적용할 수 있다.

• 한국도로학회논문집
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• 제17권2호
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• pp.47-53
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• 2015

PURPOSES: The scaling of a concrete surface caused by the combined effects of frost and de-icing salts is one of the main reasons for the need to repair transportation infrastructures in cold-climate regions. This study describes the results of attempts to determine the scaling resistance of concrete incorporating mineral admixtures such as fly ash, GGBFS, and silica fume, and subjected to the actions of frost and salt. METHODS : Conventionally, to evaluate the fundamental properties of concrete, flexural and compressive strength measurements are regularly performed. Based on the ASTM C 672 standard, concrete is subjected to 2%, 4%, and 8% $CaCl_2$ salt solutions along with repeated sets of 50 freeze/thaw cycles, and the scaling resistance was evaluated based on the mass of the scale and a visual examination. RESULTS : It was observed that silica fume is very effective in enhancing the scaling resistance of concrete. Meanwhile, concrete incorporating GGBFS exhibited poor resistance to scaling, especially in the first ten freeze/thaw cycles. However, fly ash concrete generally exhibited the maximum amount of damage as a result of the frost-salt attack, regardless of the concentrations of the solutions. CONCLUSIONS: It can be concluded that the scaling resistance of concrete is highly dependent on the type of the mineral admixture used in the concrete. Therefore, to provide a durable concrete pavement for use in cold-climate regions, the selection of a suitable binder is essential.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 가을 학술발표회 논문집
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• pp.655-660
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• 2002

Major deterioration in concrete structures are salt attack and carbonation. Especially severe problems due to carbonation occur in tile concrete structures of city, tunnel, underground structures. Cracks in concrete during service life including early age due to hydration heat and/or shrinkage accelerate the diffusion of concrete so that the deterioration is also accelerated. In this study, carbonation depths of both non-cracked concrete and cracked concrete are evaluated and weight change test and TGA are carried out. Through the tests, a relation between water-cement ratio and carbonation depth is derived and also carbonation increase rate is derived in the function of crack width.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1990년도 봄 학술발표회 논문집
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• pp.57-60
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• 1990

The purpose of this report is to study the traffic opening day of concrete pavement. For this purpose this paper studies on the propeties of various cement types which include the newly developed cement for the cement pavement regarding the resistance to the chemical attack caused by de-icing salt and the durability of the concrete pavement. Especially, traffic opening day of concrete pavement are discussed on site.

• 한국건축시공학회지
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• 제14권5호
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• pp.397-405
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• 2014

극한 염해환경에서 철근보강 지오폴리머 시험체의 외부전원법 전기방식 특성을 평가를 위하여 일련의 촉진실험을 실시하였다. 동시에 같은 조건의 보통 시멘트 콘크리트도 제조하여 비교 검토하였다. 환경조건은 침지대, 간만대, 그리고 크랙을 상정하였다. 지오폴리머는 밀실한 재료적 특성에 기인한 열화인자 침투 저항 증대에 의해 자연전위 뿐만 아니라 촉진 종료 후의 부식면적에서도 상당히 우수한 방식 성능이 있는 것으로 밝혀졌으며 향후 제작 양생 등의 문제를 개선함으로써 해양구조물로써의 활용이 다양해질 것으로 기대된다.