• 무역상무연구
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• 제67권
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• pp.69-95
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• 2015

The main purpose of this study is to analyse what are the key financial innovations in the euro area electronic payment systems. TARGET2 is the RTGS-system provided through the Eurosystem. It is used for settling central bank operations, for large interbank transfers in euro and also for other euro-denominated transfers. The specific features of TARGET2 include processing in real time, settlement in central bank money and immediate finality. In addition, the SEPA is a payment-integration initiative of the European Union for simplification of bank transfers denominated in euro. In particular, the main innovations consist of the completion of the phased migration to the TARGET2 infrastructure, and the introduction of a single retail payment market in euro - the SEPA and its products, schemes and frameworks. As the study analyse, the key innovations consist of the TARGET2 introduction, SEPA establishment and migration towards the T2S system. These innovations will lead to a better understanding of the payment and settlement systems' behavior in stress situations and to enhance the stability of the euro area financial system. Moreover, the successful integration of the European payment and settlement infrastructures will further contribute to the integration of the European financial markets, as well as to their higher competitiveness.

• 한국지반환경공학회 논문집
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• 제22권8호
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• pp.13-19
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• 2021

연약 점성토 지반에 고속국도 등 대규모 SOC 공사 시 과대한 침하량으로 인하여 많은 문제점들이 발생하고 있어 정확한 침하예측은 개량공법의 선정, 사업비, 사업기간에 많은 영향을 미치게 된다. 현재 설계 시 사용되고 있는 대부분의 침하량 예측기법으로는 연약 점성토 지반의 두께를 단일층으로 하여 1차원 Terzaghi 압밀이론을 적용하고 있다. 그러나 연약 점성토 지반의 침하예측 시 대상층을 다수의 수평층으로 분할할 경우 침하량에 변화가 발생하고 있다. 본 연구에서는 성토고 변화 조건에서 연약점성토지반 수평분할에 따른 압밀침하거동을 분석하였다.

• 한국지반신소재학회논문집
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• 제21권1호
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• pp.23-32
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• 2022

본 연구는 국내 연약지반 설계에서 일반적으로 사용되고 있는 Terzaghi 압밀이론에 의한 1차원 압밀해석의 침하량 및 침하시간이 실제 현장에서 측정되는 침하량 및 침하시간과의 차이로 인해 발생하는 문제점을 최소화하고자 수행하였다. 현장 지반특성을 고려한 압밀도-시간계수는 압밀도, 침하시간, 시간계수의 관계를 이용하여 결정할 수 있으므로 현장에서 측정된 시간-침하량 곡선을 현장과 동일한 압밀거동이 재현될 때의 수치해석기법으로 역해석하였다. 현장과 동일한 압밀거동이 재현될 때의 시간-침하량과 시간-과잉간극수압 데이터로 각 침하시간에 대한 침하량과 과잉간극수압을 이용하여 침하량과 과잉간극수압에 의한 송산그린시티 지반의 압밀도-시간계수를 산정하였다. 본 연구결과 연약지반 대상지역의 압밀특성이 고려되지 않은 Terzaghi 압밀도-시간계수를 사용한다면 시공시 연약지반 종료시기를 결정하는데 어려움이 있으며 압밀특성이 고려된 압밀도-시간계수를 사용할 필요가 있다.

• 농촌계획
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• 제19권4호
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• pp.1-15
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• 2013

The purpose of this study is to quantitatively analyze the corresponding residents' benefit to get in the future from the district unit plan of the settlement zone by Cheongju local government. The target districts were selected as Gumdeong-gol district, Juseong district, and Shinmok-gol district, and Hyeonam district which had recently set their district unit plans. Specific targets to be analyzed were some infrastructure including roads, parking lots, parks and others. Using the analysis methods of the Logit model and non-parametric test approach, this study estimated to the average amounts to be willingly paid(WTP) by the residents in targeting settlement zones and tested the reliability of the average amounts of WTP. The results of analysis were as follows. First, it was found that the WTPs for infrastructure under 1st influence area in target districts were estimated as 5,233won for road, 2,826won for parking lot, and 3,705won for park respectively. For the WTPs for infrastructure under 1nd area were estimated as 4,910 won for road, 2,242won for parking lot, and 3,620won for park respectively. Second, as the result of calculating the non-parametric WTP which built the 95% confidence interval, it was found that the all WTPs except the WTP for parking lot were fell into the 95% confidence interval. Third, as the result of calculating yearly total sum of benefits that the residents would get from the 1st influence area and the 2nd influence area, it was found that Gumdeong-gol district were expected to get 62,376,472won-amounted benefits, and Juseong district, and Shinmok-gol district, and Hyeonam district would get 35,0778,016won, 26,886,560won, and 22,252,032won respectively.

• Geomechanics and Engineering
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• 제12권2호
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• pp.313-326
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• 2017

Based on the reliability theory and limit analysis method, the roof stability of a shallow tunnel is investigated under the condition of surface settlement. Nonlinear Hoek-Brown failure criterion is adopted in the present analysis. With the consideration of surface settlement, the internal energy and external work are calculated. Equating the rate of energy dissipation to the external rate of work, the expression of support pressure is derived. With the help of variational approach, a performance function is proposed to reliability analysis. Improved response surface method is used to calculate the Hasofer-Lind reliability index and the failure probability. In order to assess the validity of the present results, Monte-Carlo simulation is performed to examine the correctness. Sensitivity analysis is used to estimate the influence of different variables on reliability index. Among random variables, the unit weight significantly affects the reliability index. It is found that the greater coefficient of variation of variables lead to the higher failure probability. On the basis of the discussions, the reliability-based design is achieved to calculate the required tunnel support pressure under different situations when the target reliability index is obtained.

• 대한토목학회논문집
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• 제28권6C호
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• pp.349-358
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• 2008

본 연구에서는 고베 공항 해저 충적 점토를 대상으로 한 신뢰성 침하 해석을 위해 각종 입력 물성치의 불확실성을 확률 통계 이론에 근거하여 조사하였고, Terzaghi 압밀 방정식을 목적 함수로 AFOSM 법을 적용하여 파괴 확률을 정식화하였다. 신뢰성 해석 결과, 목표침하량을 평균침하량 ${\pm}10%,\;{\pm}25%$로 설정한 경우, 발생확률은 각각 30~50%, 60%~90%로 나타났다. 이는 대상 지반의 확률변수의 변동계수가 과거의 연구보고 범위 내에 있음을 고려할 때, 목적함수로 Terzaghi 압밀방정식을 이용한 경우 침하량의 허용 오차 범위는 평균침하량 ${\pm}10%$가 적절할 것으로 사료된다. 또한, 감도 분석 결과 해석에 크게 영향을 미치는 인자는 압축 계수, 모델, 압밀 항복 응력의 불명확성으로 나타났다. 이는 정밀도가 높은 사전 침하량의 예측을 위해서는 현장의 응력 변형 조건을 충실하게 반영한 시험을 수행하여 신뢰도가 높은 물성치를 구하는 것이 매우 중요한 것임을 설명한다.

• 패션비즈니스
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• 제8권6호
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• pp.90-102
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• 2004

The purpose of this research is to identify the phases of the fashion merchandising process and the range of the fashion designer's work as well as performing degree at each stage according to the brand types of domestic women's apparel. The preliminary research was conducted with the chief designers of five woman's apparel manufactures located in Seoul and the questionnaires were collected from 192 fashion designers. They were measured by the five point Likert-type scales. For a data analysis, the Pearson's Correlation, ANOVA, Sheffe Test, MANOVA were used with SPSS V. 11.0. The results are as follows; 1. The steps which fashion designers of domestic apparel brand take in fashion merchandising process have been identified in 7 stages- Environment Information, Target Market Planning, Design Planning, Design Development, Price Settlement, Presentation & Line Release, Production. 2. The task achievement level of fashion designers in fashion merchandising process differs in brand types as well as in fashion merchandising stages. In NB, the designer's work was conducted in order of Design Planning(M=4.58)$\to$Presentation & Line release(M=4.31)$\to$ Environment Information(M=3.83)$\to$Target Market Planning(M=3.13). In DB, in order of Price Settlement (M=4.80)$\to$Production(M=4.33)$\to$Design Development(M=4.27)$\to$Design Planning(M=3.77)$\to$Presentation & Line release(M=3.20)$\to$Environment Information (M2.70). In GB, in order of Production(M=4.38)$\to$Design Planning(M=4.22)$\to$Price Settlement(M4.16)$\to$Environment Information(M=3.83)$\to$Merchandising Target Market (M=3.72)$\to$Design Development(M=3.65). 3. Considering the other factors such as sales, the amount of owning shops, item amounts that are related to the company size, this study shows that only the brand type affects designer's task achievement.

• 한국환경보건학회지
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• 제29권3호
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• pp.1-8
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• 2003

The development of environmentally nontoxic or non-polluting antifouling additives that can be formulated in practical coating requires assay involving target organisms. Described here are the simple laboratory assays that have been developed using the barnacle, Balanus amphitrite, a common fouling organism found throughout temperate and tropical seas. One of the assays depends on synchronous year-round mass culture, the procedure for which is described, of nauplii larvae and cyprids larvae. The laboratory assays provided quantitative estimates of toxicity and settlement inhibition of the test compounds. Laurinterol (1), isolaurinterol (2), alpysinal (3), and aplysin (4) have been isolated from the Korean red alga Laurencia okamurae. Their structures were identified by spectral data in comparison with the literature data. Compounds 1-4 inhibited larval settlement of the barnacle B. amphitrite with EC$_{50}$ values of 0.18- 36 $\mu\textrm{g}$/ml. Com-pounds 2-4 showed larval toxicity against nauplii of the barnacle B. amphitrite with 5-10 $\mu\textrm{g}$/ml, while laurinterol (1) exhibited no toxicity at even 100 $\mu\textrm{g}$/ml. Therefore, laurinterol was expected as a promising natural antifoulant.t.

• 한국지반신소재학회논문집
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• 제13권4호
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• pp.87-96
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• 2014

연약지반 개량공법을 적용한 내부가호안의 압밀침하 특성을 신뢰성 해석을 이용하여 분석하였으며, 이를 통해 PVD 최적 타설 간격을 설정하였고 외곽호안은 압밀기간 변화에 따른 잔류침하에 대해 안정성을 확보하는지를 검토 하였다. 연약지반 압밀침하 특성에 대한 신뢰성 해석 결과에서 지반정수의 불확실성을 고려해 과다 적용된 배수재 타설 간격을 각 구견별로 구분하여 적용함으로써 지반정수의 불확실성과 안정성을 모두 확보하는 동시에 공사비 측면에서도 경제적인 연약지반 개량공법의 형식으로 검토되었다. 또한 허용잔류 침하량을 초과할 확률이 10%이내에 해당하는 압밀기간을 적용하여 잔류침하에 대한 안정성을 확보하였으며, 각각의 분할된 영역에서 목표 압밀도에 도달할 확률이 95%를 만족하는 배수재 간격으로 시공하고 잔류침하량의 발생량이 10cm를 초과하지 않은 범위일 때는 허용부등침하경사 이상의 부등침하가 발생할 가능성은 거의 없는 것으로 나타났다.

• 한국지반공학회논문집
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• 제39권9호
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• pp.25-33
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• 2023

효과적인 연약지반 개량을 위해서는 연약지반 위에 구조물의 축조나 성토를 진행할 시 계측활동을 통하여 지반의 거동특성 및 안정관리를 실시하여야 한다. 연약지반의 여러 현장에서 계측관리가 필요하고 그에 따른 침하량 예측방법을 적용할 때 최종침하량의 정확성이 향상된다. 그러나 이는 실제 지반의 거동과 초기 설계 계획과 많은 차이점을 보이고 있다. 이러한 설계상의 문제점을 해결하기 위하여 본 연구에서는 계측자료를 토대로 장기침하량을 예측하는 방법인 쌍곡선법(Hyperbolic method)를 사용하여 연구대상지역인 전남 영암-해남 연약지반의 계측침하량을 분석하였다. 대상지역의 최종 압밀성토가 종료된 시점부터 계측기간별 압밀도의 변화를 통하여 최종침하량을 예측하였으며, 압밀도의 변화에 따른 최종침하량을 유한요소해석과 현장계측값을 비교·분석하였다.