• Geomechanics and Engineering
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• 제13권5호
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• pp.881-892
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• 2017

Design and management of concrete slabs in concrete-faced rock-fill dams are crucial issues for stability and overall dam safety since cracks in the concrete face induced by stress, shrinkage, and deterioration can cause severe leakage from the reservoir into the dam. Especially, the increase of dam height to a certain level to enhance the storage capacity and to improve hydraulic stability can lead to undesirable deformation behavior and stress distribution in the existing dam body and in the concrete slabs. In such conditions, simulation of a concrete slab with a numerical method should involve the use of an interface element because the behavior of the concrete slab does not follow the behavior of the dam body when the dam body settles due to the increase of dam height. However, the interfacial properties between the dam body and the concrete slab have yet to be clearly defined. In this study, construction sequence of a 125 m high CFRD in South Korea is simulated with commercial FDM software. The proper interfacial properties of the concrete slab are estimated based on a comparison to monitored vertical displacement history obtained from the concrete slab. Possibility of shear strength failure under the critical condition is investigated based on the simplified model. Results present the significance of the interfacial properties of the concrete slab.

• 지식경영연구
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• 제19권2호
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• pp.109-132
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• 2018

Recently, new financial services related to FinTech has gained attention more and more. Online P2P financial services transactions such as FinTech require careful examination of the constituents of information systems as an investment is made based on the information presented on the online platform without direct face-to-face contact. The purpose of this study is to find out the success factors of online P2P Lending service among FinTech. To serve the purpose, we build IS (information system) success model, and then use Kano model and fuzzy analytic hierarchy process (Fuzzy-AHP) to find out factors for the success of online P2P Lending service. In particular, this study uses Kano model to classify information system satisfaction factors and to calculate the satisfaction coefficient. The Kano model, however, has a drawback of evaluating single criterion. Therefore, we use multi-criteria decision-making technique such as Fuzzy-AHP to derive the relative importance of the factors. The analysis results show different results depending on the analysis technique. In the Kano model, most of the information system factors are a one-dimensional quality attribute. The satisfaction coefficient is highest for personalized service, followed by the responsiveness of service, ease of using a system, understanding of information, usefulness of information' reliability. The service reliability is the highest in dissatisfaction coefficient, followed by system security, service responsiveness, system stability, and personalized service. The results of the Fuzzy-AHP analysis shows that the usefulness of information quality, the personalization of service quality, and the security of system quality are the significant factors and the stability of system quality was a secondary factor.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.1118-1125
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• 2005

In this study, seismic safety of CFRD(Concrete-Face Rockfill Dam) type "D" dam in operation is evaluated from the results of 1-g shaking table test using similitude laws. Model dam is made by similitude law considering the grain size of prototype dam component. After the model dam is impounded to the normal water level(N.W.L), it is excited by artificial earthquake wave corresponding to standard design respond spectrum of the "D" dam site. Displacement response behavior of the dam is examined through the measurement of vertical and horizontal displacement of dam crest. Also, amplification characteristics of acceleration with dam height is examined through the measurement of acceleration with dam height. Finally, the purpose of this study is to evaluate seismic safety of "D" dam in operation. From the results of acceleration measurement, it was found that acceleration of dam crest was amplified about 1.52 times compared to the acceleration of dam bottom and amplification phenomenon is outstanding at three quarters of dam height from the bottom of dam. From the analysis of displacement behavior, it was estimated that vertical displacement of prototype dam is 6.8cm (0.1% of dam height) and horizontal displacement 12.3cm(0.2% of dam height). These percentages is much lower than 1% of dam height(general stability criteria). Therefore, it was concluded that seismic stability of "D" dam against an estimated earthquake is guaranteed.

• International Journal of Advanced Culture Technology
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• 제9권1호
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• pp.224-241
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• 2021

According to data from the National Police Agency, 75.5 percent of dead traffic accidents in Korea are truck accidents. About 1,000 people die in cargo truck accidents in Korea every year, and two to three people die in cargo truck accidents every day. In the survey, Korean cargo workers answer poor working conditions as an important cause of constant truck accidents. COVID 19 is increasing demand for non-face-to-face logistics. The inefficiency of the Korean transportation system is leading to excessive work burden for small logistics The inefficiency of the Korean transportation system is causing excessive work burden for small individual carriers. The inefficiency of the Korean transportation system is also evidenced by the number of deaths from logistics industry disasters that have risen sharply since 2020. Small and medium-sized Korean Enterprises located in CIPs (Connected Industrial Parks) often do not have smart access certification systems. And as a result, a lot of transportation time is wasted at the final destination stage. In the logistics industry, time is the cost and time is the revenue. The logistics industry is the representative industry in which time becomes money. The smart access authentication system architecture proposed in this paper allows small logistics private carriers to improve legal stability, and SMEs (Small and Medium-sized Enterprises) in CIPs to reduce logistics transit time. The CIPs smart access system proposed in this paper utilizes the currently active Mobile OTP (One Time Password), which can significantly reduce system design costs, significantly reduce the data capacity burden on individual cell phone terminals, and improve the response speed of individual cell phone terminals. It is also compatible with the OTP system, which was previously used in various ways, and the system reliability through the long period of use of the OTP system is also high. User customers can understand OTP access systems more easily than other smart access systems.

• 디자인학연구
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• 제20권3호
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• pp.5-14
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• 2007

본 연구의 목적은 성격과 신체 만족도에 따라 선호하는 패션 제품의 이미지에 관해 알아보고자 한다. 연구 방법은 선행 문헌 자료를 분석한 후 이를 토대로 설문지를 작성, 배포, 회수한 후 통계처리 하였다. 연구 대상은 만 35$\sim$59세의 우리나라 중년 여성 352명이다. 자료 분석은 SAS와 SPSS를 사용하여 인자분석, 군집분석, ANOVA, Duncan's Multiple Range Test를 실시하였다. 연구 결과 자신의 신체에 대한 만족도가 높을수록 정서적 안정성과 자신감이 높았으며, 보다 대담하고 여성스러운 이미지의 패션 제품을 선호하였다. 성격 특성과 선호하는 패션 제품 이미지와의 관계를 살펴본 결과 지배성이 높은 사람일수록 대담한 이미지의 패션 제품을 선호하였으며, 책임성이 높은 사람일수록 패션 제품에서 실용성을 추구하였으나 대담성에 관해서는 선호도가 낮았다. 정서적 안정성이 높은 사람일수록 품위 있고 실용적인 패션 제품을 선호하였으나 대담스러운 이미지에 관해서는 선호도가 낮았다. 한편 사교성이 높은 사람일수록 품위있고 남성스러운 이미지를 선호하였다. 그리고 자신감이 높은 사람일수록 대담하고 남성스러운 이미지의 패션 제품을 선호하였다.

• 한국지반공학회논문집
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• 제18권6호
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• pp.5-16
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• 2002

사면 내의 지하수 유동과 사면의 안정성에 대한 강수의 영향을 평가하기 위하여 수리지질역학적 수치 모델이 제시되었다. 이 수치 모델은 변형성 지질매체 내에서의 포화-불포화 지하수 유동을 설명하는 완전 연동된 간극탄성론적 지배 방정식들과 Galerkin 유한요소법에 근거하여 개발되었다. 이렇게 개발된 완전 연동된 수리지질역학적 수치 모델은 다양한 강수량 조건 하에 있는 불포화 사면에 대한 일련의 수치모의실험에 적용되었다. 이러한 수치모의실험 결과들은 강수량이 증가할수록 사면의 전반적인 수리역학적 안정성이 저하되며 잠재적인 파괴가 사면 전단부에서부터 시작되어 사면 정상부 쪽으로 팽창됨을 보여주고 있다. 강수량이 증가함에 따라 수리지질학적으로는 압력수두와 전체 수리수두가 증가한다. 그 결과 지하수면이 상승하고 불포화대가 감소하며 삼출면이 사면 전단부로부터 사면 정상부쪽으로 팽창하고 이러한 삼출면에서의 지하수 유동 속도도 증가하게 된다. 한편 강수량이 증가함에 따라 지질역학적으로는 사면 전단부를 향해 수평 변위는 증가하지만 수직 변위는 감소하게 된다. 이는 강수량 증가에 따른 지하수면의 상승에 수반하는 부력에 기인하는 것으로 해석된다. 그 결과 사면의 전반적인 변형이 사면 전단부를 향해 심화되고 전단파괴 안전율이 1 이하인 불안전한 지역이 사면 전단부에서 두꺼워지면서 사면 전단부에서부터 사면 정상부 쪽으로 팽창하게 된다. 또한 수치모의실험 결과들은 이러한 잠재적인 전단파괴면과 지표면 사이의 지반에서는 잠재적인 인장파괴가 발생할 수 있음을 보여주고 있다.

• Geomechanics and Engineering
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• 제31권5호
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• pp.439-452
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• 2022

A forecast of slope behavior during catastrophic events, such as earthquakes is crucial to recognize the risk of slope failure. This paper endeavors to eliminate the significant supposition of predefined slip surfaces in the slope stability analysis, which questions the relevance of simple conventional methods under seismic conditions. To overcome such limitations, a methodology dependent on the slip line hypothesis, which permits an automatic generation of slip surfaces, is embraced to trace the extreme slope face under static and seismic conditions. The effect of earthquakes is considered using the pseudo-static approach. The current outcomes developed from a parametric study endorse a non-linear slope surface as the extreme profile, which is in accordance with the geomorphological aspect of slopes. The proposed methodology is compared with the finite element limit analysis to ensure credibility. Through the design charts obtained from the current investigation, the stability of slopes can be assessed under seismic conditions. It can be observed that the extreme slope profile demands a flat configuration to endure the condition of the limiting equilibrium at a higher level of seismicity. However, a concurrent enhancement in the shear strength of the slope medium suppresses this tendency by offering greater resistance to the seismic inertial forces induced in the medium. Unlike the traditional linear slopes, the extreme slope profiles mostly exhibit a steeper layout over a significant part of the slope height, thus ensuring a more optimized solution to the slope stability problem. Further, the susceptibility of the Longnan slope failure in the Huining-Wudu seismic belt is predicted using the current plasticity approach, which is found to be in close agreement with a case study reported in the literature. Finally, the concept of equivalent single or multi-tiered planar slopes is explored through an example problem, which exhibits the appropriateness of the proposed non-linear slope geometry under actual field conditions.

• 한국산림과학회지
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• 제102권1호
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• pp.90-96
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• 2013

이 연구는 '콘크리트 테스트 해머'를 이용하여 1990년대에 경기도와 강원도에서 시공된 사방댐 중 사방협회 에서 육안 점검한 사방댐 10기(양호 6기, 불량 4기)의 대수면, 방수로 및 반수면의 반발경도 측정을 통해 사방댐의 안정성을 파악하여 사방댐의 비파괴검사에 적합한 압축강도 추정식과 적정 판정범위를 정하는 것을 목적으로 진행하였다. 특히, 콘크리트 사방댐 본체의 안정성을 사전에 파악하게 되면 사방댐을 적시에 보수, 관리할 수 있고, 사방댐 본연의 기능인 토사유출방지기능을 최대화할 수 있다. 콘크리트 사방댐의 압축강도 조사한 결과, 현재 사방협회에서 진행 중인 안정점검 육안 점검 결과와 대부분 일치하였다. 또한, 안정점검시 압축강도는 일본건축학회에서 제시한 추정식을 적용하는 것이 적합할 것으로 판단되었으며, 판정 기준은 300 $kgf/cm^2$ 이상일 경우에는 '안정', 250~300 $kgf/cm^2$이 범위일 경우에는 '정밀검사 필요', $kgf/cm^2$ 미만일 경우에는 '불량' 판정을 내리는 것이 적합하다고 사료된다. 그리고 사방댐의 연대별 압축강도에 대한 자료를 충분히 축적하고, 이를 토대로 우리나라 사방댐에 적합한 안정기준과 압축강도 추정식이 필요하다고 사료된다. 앞으로는 육안 점검과 간이 안정성 검사를 통해 사방 구조물에 이상이 발견될 경우 정밀진단 검사를 실시하여 안정도를 파악하는 체계가 구축되어야 할 것이다.

• 복식
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• 제50권7호
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• pp.33-46
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• 2000

Uniform is the dress of distinctive design or fashion worn by members of a particular group or serving as a means of identification. The postman's uniform of Ministry of Communication should be distinctive or characteristic clothing to provide high functionality and symbolization of job characteristics, cost effectiveness and esthetic. In order to design the postman's new uniform available in 2000, there has been a satisfaction survey to 1,116 postmen. A thorough analysis of survey and informal and face-to-face discussion with postmen give the direction of design concept. One of the most important things in the design concept is to make the uniform high quality & refinement. The style is a refined jumper suit in consideration of form stability, wearing satisfaction, convenience in activity. The basic colors selected are navy and medium gray. The colors of jumper are MOC red ; C.I color Green : a representative color of youth, white : a symbolic color of bright future. All three colors are plaid on a basic nary color. In the selection of the textile, synthetic fiber (Polyester 65%, rayon 35%) equipped with UV cutting as well as water resistance etc. was recommended. In the uniform design process, the effective communication with user (postman) is critical to find the requirements and needs of uniform user (postman). Also. the uniform designer should reflect the above four key factors in design development. Therefore, the uniform should provide the user with high job performance and job pride in wearing the uniform.

• 산업공학
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• 제23권2호
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• pp.118-125
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• 2010

The determination of a regression model is important in using statistical designs of experiments. Generally, the exact regression model is not known, and experimenters suppose that a certain model form will be fit. Then an experimental design suitable for that predetermined model form is selected and the experiment is conducted. However, the initially chosen regression model may not be correct, and this can result in undesirable statistical properties. We develop model-robust experimental designs that have stable prediction variance for a family of candidate regression models over a cuboidal region by using genetic algorithms and the desirability function method. We then compare the stability of prediction variance of model-robust experimental designs with those of the 3-level face centered cube. These model-robust experimental designs have moderately high G-efficiencies for all candidate models that the experimenter may potentially wish to fit, and outperform the cuboidal design for the second-order model. The G-efficiencies are provided for the model-robust experimental designs and the face centered cube.