• 대한토목학회논문집
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• 제32권3C호
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• pp.113-120
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• 2012

진주 잔류토 사면의 실제 붕괴사례에 대한 해석을 수행하였다. 강우시 침투로 인하여 불포화층에서 유효응력과 전단 강도가 감소하여 안전율이 저하된다. 본 연구에서는 함수특성곡선을 이용하여 흡수응력에 기반한 유효응력을 산정하였다. 대상 현장에서 채취한 시료로부터 함수특성곡선, 투수계수, 전단강도와 관련한 불포화 물성들을 획득하였다. 실제 강우에 대한 불포화층의 침투해석을 수행하고 사면 지층의 간극수압 분포를 구할 수 있었다. 유한요소 응력장에서 탄성 해석으로 지층내 전응력을 계산하고 활동면에 작용하는 전단응력의 분포를 계산하였다. 활동면에 작용하는 흡수응력 및 유효응력을 산정하여 전단강도를 평가할 수 있었다. 이로부터 강우에 따른 안전율을 계산하였으며, 실제 강우에 의하여 사면이 활동이 일어나는 것을 모의할 수 있었다. 또한 활동면에서 흡수응력이 증가하고 유효응력이 감소하는 동시에 전단강도가 감소하는 것을 추적할 수 있었다.

• 물과 미래
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• 제27권3호
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• pp.115-121
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• 1994

하구수리계에 있어서 점착성류사의 운동은 응결과 응집(aggregation) 현상에 의해 크게 좌우되며, 이들 현상에 의하여 의결된 입자들의 크기, 모양, 강도는 그 퇴적율과 그리고 부유류사와 오염물질의 변동과정에 영향을 미친다. 본 연구에서는 Brownian 운동에 의해 지배되는 이동성 부유영역과 중력에 의해 지배되는 정체성 부유영역으로 분리하여 점착성입자들의 응집과 응결과정을 모의하였다. 이동성 부유영역에 있어서는 Smoluchowski 모형중 입자들의 무작위 회전을 이용한 최대연쇄 모형으로 응집물질의 사영들을 도출하였으며, 그 회전반경에 의해 사영들의 쪽거리 차원을 구하였다. 저에성 부유영역에서의 응집물질(Brownian 영역을 벗어나 침강하는 응집물질)는 비구형 입자들의 침강으로 간주되어진다. 최종 침강속도 차이로 이들 응집물들은 재차 충돌, 결합하여 보다 큰 응집 입자들을 형성하며, 이들 최종 응집입자들의 사영이 모의되어진다. 최대 Feret's 직경과 Minkowski's sausage logic 개념들을 이용하여 모의되어진 사영들의 둘레 길이에 대하여 쪽거리 차원들을 구하였다.

• 융합보안논문지
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• 제12권2호
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• pp.53-60
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• 2012

금융기관은 고객에게 보다 나은 서비스를 제공하기 위해 화폐 공급과 ATM과 같은 영업점 외 기기에 대한 현금보충 업무에 노력을 기울이고 있다. 이러한 업무의 대부분은 차량 이용을 중심으로 금융기관 직원이 직접 수행하거나 호송경비 전문업체에 아웃소싱을 하게 된다. 하지만 현금을 다루는 업무이기 때문에 범죄의 표적이 되기 쉬우며, 실제로 2003년부터는 여러 차례 현금호송차량 탈취사건이 발생하였다. 이러한 보안사고로 인한 피해 금액의 규모는 상당하며, 사회적 파장 또한 크기 때문에 금융기관 및 보안업체의 철저한 관리와 학계의 창의적 연구를 통한 위협 감소 노력이 필요하다. 이와 같은 관점에서 진행되고 있는 최근의 관련 연구들은 법 제도 및 관리상의 개선방안을 중심으로 하고 있으며, 기술적 측면의 논의는 부족한 실정이다. 따라서 본 연구는 실시간 Binary CDMA 모니터링을 통해 현금호송 보안업무의 개선방안을 제시하고자 한다. 이 방법은 필요성이 높은 '무인경비'와 '모니터링' 항목의 실행도를 높일 수 있어, 실시간으로 진행되는 현금호송 보안업무를 보다 안전하게 추진할 수 있게 해준다.

• 융합보안논문지
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• 제11권5호
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• pp.3-12
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• 2011

국가정보원 자료에 의하면, 산업기술 유출로 인한 피해액은 수십 조원에 이르고 있고, 피해유형은 내부자 유출, 공동 연구, 해킹, 불법유출, 위장합작 등으로 나눌 수 있으나 그 중 80%가 물리적인 보안과 연계된 내부자 유출로 나타나고 있다. IT와 비IT의 융합이 가속화되고 영역간의 경계 및 구분이 불명확해지면서 정보보호산업은 점차 지식정보보안산업으로 확대되는 개인정보보호중심으로 지속적으로 성장해왔으나, 향후 정보보호산업은 IT 보안기술 및 제품간 융합, IT 보안과 물리 보안간 융합, IT 융합산업보안으로 집중된다. 본 논문에서는 기업 정보유출 방지를 위해서 논리적 보안과 물리적 보안이 모두 동일 수준에서 관리되어야 하며, 특히, 물리적인 보안시스템(출입통제시스템, 영상보안시스템 등)과 IT 통합보안관제시스템의 융합으로 외부 공격 및 내부자 유출의 예방, 차단, 분석의 시너지효과를 극대화 할 수 있는 융합보안관제시스템 개선 모델을 제안한다.

• Wind and Structures
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• 제18권4호
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• pp.443-456
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• 2014

A popular modern architectural form for tall buildings is two (or more) towers which are structurally linked through such features as a shared podium or sky-bridges. The fundamental features of the wind loading and the structural links of such buildings can be studied by measuring load components on the individual unlinked towers along with their correlations. This paper describes application of dual high frequency force balance (DHFFB) in a wind tunnel study of the base wind loading exerted on generic tall twin buildings in close proximity. Light models of two identical generic tall buildings of square plan were mounted on DHFFB and the base wind loading exerted on the buildings was simultaneously acquired. The effects of the relative positions of the buildings on the correlations and coherences involving loading components on each building and on the two buildings were investigated. For some relative positions, the effects of the building proximity on the wind loading were significant and the loading was markedly different from that exerted on single buildings. In addition, the correlations between the loadings on the two buildings were high. These effects have potential to significantly impact, for example, the modally-coupled resonant responses of the buildings to the aerodynamic excitations. The presented results were not meant to be recommended for direct application in wind resistant design of tall twin buildings. They were intended to show that wind loading on tall buildings in close proximity is significantly different from that on single buildings and that it can be conveniently mapped using DHFFB.

• Journal of Dental Anesthesia and Pain Medicine
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• 제19권1호
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• pp.45-54
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• 2019

Background: Profound anesthesia with adequate duration is required in periodontal flap surgery, which involves the manipulation of both hard and soft tissues. The anterior middle superior alveolar (AMSA) injection may be an alternative to multiple injections required for this purpose in the maxilla. The present study aimed to assess the effectiveness of AMSA injection using computer-controlled local anesthetic delivery (CCLAD) system to anesthetize buccal hard tissue (BHT), buccal soft tissue (BST), palatal hard tissue (PHT), and palatal soft tissue (PST) around the maxillary teeth. Methods: Thirty-five patients who were indicated for open flap debridement in a whole maxillary quadrant were given AMSA injection using the CCLAD. The effectiveness of anesthesia was evaluated using subjective and objective parameters around each tooth. Supraperiosteal infiltrations were administered to complete the surgery wherever the AMSA injection was ineffective. Results: The AMSA injection was more effective on the palatal tissues than on the buccal tissues, as 94.14% of PST and 87.89% of PHT sites were anesthetized compared to 49.22% and 43.75% of BHT and BST sites, respectively. There was no significant difference in the frequency of anesthesia around the anterior and posterior teeth. The PHT was significantly more anesthetized (P = 0.003) in males than in females. Conclusions: The AMSA injection using CCLAD is highly effective on palatal tissues and could be used as a first-line anesthesia for periodontal flap surgery. However, its effect on buccal tissues is less predictable, with supraperiosteal infiltration often required to supplement the AMSA injection.

• Structural Engineering and Mechanics
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• 제69권2호
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• pp.221-230
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• 2019

In this paper, shear behavior of non-persistent joint surrounded in concrete and gypsum layers has been investigated using experimental test and numerical simulation. Two types of mixture were prepared for this study. The first type consists of water and gypsum that were mixed with a ratio of water/gypsum of 0.6. The second type of mixture, water, sand and cement were mixed with a ratio of 27%, 33% and 40% by weight. Shear behavior of a non-persistent joint embedded in these specimens is studied. Physical models consisting of two edge concrete layers with dimensions of 160 mm by 130 mm by 60 mm and one internal gypsum layer with the dimension of 16 mm by 13 mm by 6 mm were made. Two horizontal edge joints were embedded in concrete beams and one angled joint was created in gypsum layer. Several analyses with joints with angles of $0^{\circ}$, $30^{\circ}$, and $60^{\circ}$ degree were conducted. The central fault places in 3 different positions. Along the edge joints, 1.5 cm vertically far from the edge joint face and 3 cm vertically far from the edge joint face. All samples were tested in compression using a universal loading machine and the shear load was induced because of the specimen geometry. Concurrent with the experiments, the extended finite element method (XFEM) was employed to analyze the fracture processes occurring in a non-persistent joint embedded in concrete and gypsum layers using Abaqus, a finite element software platform. The failure pattern of non-persistent cracks (faults) was found to be affected mostly by the central crack and its configuration and the shear strength was found to be related to the failure pattern. Comparison between experimental and corresponding numerical results showed a great agreement. XFEM was found as a capable tool for investigating the fracturing mechanism of rock specimens with non-persistent joint.

• 운동영양학회지
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• 제25권3호
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• pp.16-22
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• 2021

[Purpose] Exercise-associated hyponatremia (EAH) is a well-known condition among endurance athletes at low altitudes. The incidence of EAH during ultramarathons at high altitudes warrants further investigation. This prospective observational study was conducted on the participants of the Leadville Trail 100 run, a 161-km race held at a high altitude (2,800 m-3,840 m). [Methods] Venous blood samples were collected before and immediately after the race. The participants completed an electronic survey after the race. Our main outcome measure was the post-race serum sodium ([Na⁺]) level. [Results] Of the 672 athletes who started the race, 351 (52%) successfully completed the event within the 30-hour cut-off. Post-race blood samples were collected from 84 runners (66 finishers). Both pre- and post-race blood samples were collected from 37 participants. Twenty percent of the post-race participants had EAH. Only one post-race participant had a [Na⁺] level of <130 mmol/L. All participants with EAH were asymptomatic. One participant had an abnormal pre-race [Na⁺] level (134 mmol/L). Female participants had a significantly higher rate of EAH than male participants (40% vs. 16%; p=0.039). Age, body mass index, weight changes, race completion status, nonsteroidal anti-inflammatory drug use, and urine specific gravity were not associated with the development of EAH. Lower postrace [Na⁺] levels were associated with higher serum creatine kinase values (R²=0.1, p<0.005). [Conclusion] High altitude (3,840 m peak) does not appear to enhance the incidence of EAH after an ultramarathon footrace. This suggests that ambient temperature (low temperatures reduce risk), sex (female predilection), endurance running, and overhydration are more prominent risk factors for EAH than high altitude.

• 수산해양기술연구
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• 제20권1호
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• pp.30-36
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• 1984

대규모의 소성역을 동반하면서 파괴하는 고인성 재료의 탄소성 파괴 반가를 위하여 제안된 바 있는 CPE 모형의 유효성을 입증하고자 소성역의 영향을 보정한 선형 파괴역학과의 이론적 검토와 오오스테나이트계 스테인레스강에 대한 실험적 비교검토를 통하여 얻은 결론은 다음과 같다. 예측한 바와 같이 선형 파괴역학의 적용은 소규모 항복조건이 성립하는 경우에만 가능하며 CPE 모형은 대변형을 형성하면서 파괴하는 경우의 파괴모형으로서 유효하다. 더욱 엄밀한 유효성을 입증하기 위하여 다음의 사항이 필요하다고 본다. 1. 크랙의 길이가 짧은 시험편에 대한 실험이 필요하다. 2. 크랙성장 개시점을 정확하게 찾을 수 있는 방법이 필요하다. 3. 파괴 진행영역에 대한 두께의 영향을 고려해 보아야 할 필요성이 있다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2020년도 학술발표회
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• pp.85-85
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• 2020

South Korea experiences few large scale erosion and sedimentation problems, however, there are numerous local sedimentation problems. A reliable and consistent approach to modelling and management for sediment processes are desirable in the country. In this study, field measurements of sediment concentration from 34 alluvial river basins in South Korea were used with the Modified Einstein Procedure (MEP) to determine the total sediment load at the sampling locations. And then the Flow Duration-Sediment Rating Curve (FD-SRC) method was used to estimate the specific degradation for all gauging stations. The specific degradation of most rivers were found to be typically 50-300 tons/㎢·yr. A model tree data mining technique was applied to develop a model for the specific degradation based on various watershed characteristics of each watershed from GIS analysis. The meaningful parameters are: 1) elevation at the middle relative area of the hypsometric curve [m], 2) percentage of wetland and water [%], 3) percentage of urbanized area [%], and 4) Main stream length [km]. The Root Mean Square Error (RMSE) of existing models is in excess of 1,250 tons/㎢·yr and the RMSE of the proposed model with 6 additional validations decreased to 65 tons/㎢·yr. Erosion loss maps from the Revised Universal Soil Loss Equation (RUSLE), satellite images, and aerial photographs were used to delineate the geospatial features affecting erosion and sedimentation. The results of the geospatial analysis clearly shows that the high risk erosion area (hill slopes and construction sites at urbanized area) and sedimentation features (wetlands and agricultural reservoirs). The result of physiographical analysis also indicates that the watershed morphometric characteristic well explain the sediment transport. Sustainable management with the data mining methodologies and geospatial analysis could be helpful to solve various erosion and sedimentation problems under different conditions.