• 한국지반공학회논문집
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• 제21권5호
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• pp.163-170
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• 2005

궤도상부(레일, 체결구, 침목)를 완전하게 잘 지지하기 위해서는 궤도하부(도상, 노반)가 충분한 강도를 가지고 균질한 강성을 가져야 한다. 궤도의 수직지지강성은 궤도하부의 상태(세립분 함량, 함수비)에 크게 영향을 받는다. 따라서 궤도의 수직지지강성을 평가하기 위하여 궤도하부의 상태를 평가하는 것은 매우 중요하다. 본 논문에서는 궤도하부의 상태를 진단할 수 있는 GPR/PBS/LFWD로 구성된 궤도기초상태평가법을 제안하였다. 제안된 궤도기초 상태평가법의 적용성을 평가하기 위하여 실내 실험 및 현장시험을 수행하였다.

• 한국의류산업학회지
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• 제17권5호
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• pp.731-740
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• 2015

Mobile (smartphone) search engine marketing is increasingly important. Accordingly, the development of visual apparel search technology to obtain easier and faster access to visual information in the apparel field is urgently needed. This study helps establish a proper classifying system for an apparel search after an analysis of search techniques for apparel search applications and existing domestic and overseas apparel sites. An annotation technique is developed in accordance with visual attributes and apparel categories based on collected data obtained by web crawling and apparel images collecting. The categorical composition of apparel is divided into wearing, image and style. The web evaluation site traces the correlations of the apparel category and apparel factors as dependent upon visual attributes. An appraisal team of 10 individuals evaluated 2860 pieces of merchandise images. Data analysis consisted of correlations between apparel, sleeve length and apparel category (based on an average analysis), and correlation between fastener and apparel category (based on an average analysis). The study results can be considered as an epoch-making mobile apparel search system that can contribute to enhancing consumer convenience since it enables an effective search of type, price, distributor, and apparel image by a mobile photographing of the wearing state.

• 한국HCI학회:학술대회논문집
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• 한국HCI학회 2007년도 학술대회 2부
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• pp.256-263
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• 2007

웨어러블 컴퓨터가 점차 기술 중심의 패러다임에서 착용자 및 의복 중심 패러다임으로 변화 되어가는 현재, 착용자들의 다양한 욕구와 심리만족을 지원해주며, 또 자신의 스타일과 개성에 맞게끔 재구성이 가능하며, 편리하게 사용 할 수 있는 사용자 중심 인터페이스 디자인이 필요해졌다. 이를 위해 기존 의복에서 여밈을 위해 사용되거나, 외형의 형태를 만들거나, 의복의 탈/부착을 통해 다양한 기능을 변경하기 위해 사용되었던 의복 패스닝 시스템(Fastening System)을 이용해서 착용자가 마치 옷을 입는 것처럼 자연스럽고, 익숙하고, 친근한 웨어러블 컴퓨터 인터페이스 디자인을 하기 위한 연구를 진행한다. 이를 위해 의복 패스너의 다양한 특징과 그 활용 정도를 살펴보고, 웨어러블 컴퓨터에 적용 가능한 기술 요소를 추출하고, 의복 패스너 및 의복 구성 요소를 추출한다. 사용자 멘탈 모델 조사를 통해 의복 패스너의 분리/결합/조작을 하는 행위에서 어휘들을 추출하고 각 기능 모듈의 적절한 신체 부착 부위에 대한 사용자 조사를 시행한다. 이를 바탕으로 추출한 어휘와 의복 패스너의 특징, 그리고 인터페이스 요소 사이의 관계성을 연결하여 의복 패스너를 이용하여 기능의 분리/결합/조작을 지원하는 웨어러블 컴퓨터 인터페이스 디자인 요소를 도출한다. 도출된 의복 패스너를 통한 인터페이스 디자인 요소를 활용하여 착용자 각 개인의 다양한 개성과 심리적 만족을 위한 다양한 웨어러블 컴퓨터 기능들의 분리/결합/조작을 위한 인터페이스 컨셉 디자인을 제작하여 그 활용과 응용 가능성에 대해 연구한다.

• 수산해양교육연구
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• 제27권2호
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• pp.422-429
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• 2015

The purpose of this study is the improvement of the existing trolling hauler, which has only one wheel to wind a main line, for saving man power around the coast of Jeju island. The trolling hauler manufactured for a test performance consisted of the wheel part of a main line and the roller part of a leader line including labor-saving devices comprised of a friction clutch, a fastener and springs. Even though this existing electric hauler system is convenient to control the wheel speed and the winding direction, it is apt to cost high and to corrode quickly at sea. Therefore, to remove these negative elements and to operate rollers for hoisting a leader line of the trolling, hydraulic motors were used separately. As a result, according to using of labor-saving devices, the towing tension occurred in operating in fishing ground could be selected moderately without breaking of lines and the operating efficiency of the trolling hauler was verified.

• Wind and Structures
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• 제8권3호
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• pp.213-233
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• 2005

Wind uplift rating of roofing systems is based on standardized test methods. Roof specimens are placed in an apparatus with a specified table size (length and width) then subjected to the required wind load cycle. Currently, there is no consensus on the table size to be used by these testing protocols in spite of the fact that the table size plays a significant role in wind uplift performance. Part I of this paper presented a study with the objective to investigate the impact of table size on the performance of roofing systems. To achieve this purpose, extensive numerical experiments using the finite element method have been conducted and benchmarked with results obtained from the experimental work. The present contribution is a continuation of the previous research and can be divided into two parts: (1) Undertake additional numerical simulations for wider membranes that were not addressed in the previous works. Due to the advancement in membrane technology, wider membranes are now available in the market and are used in commercial roofing practice as it reduces installation cost and (2) Formulate a logical step to combine and generalize over 400 numerical tests and experiments on various roofing configurations and develop correction factors such that it can be of practical use to determine the wind uplift resistance of roofs.

• Steel and Composite Structures
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• 제33권2호
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• pp.209-224
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• 2019

This paper describes a study of the mapping relationship between the vertical deformation of bridge structures and rail deformation of high-speed railway, taking the interlayer interactions of the bridge subgrade CRTS II ballastless slab track system (HSRBST) into account. The differential equations and natural boundary conditions of the mapping relationship between the vertical deformation of bridge structures and rail deformation were deduced according to the principle of stationary potential energy. Then an analytical model for such relationship was proposed. Both the analytical method proposed in this paper and the finite element numerical method were used to calculate the rail deformations under three typical deformations of bridge structures and the evolution of rail geometry under these circumstances was analyzed. It was shown that numerical and analytical calculation results are well agreed with each other, demonstrating the effectiveness of the analytical model proposed in this paper. The mapping coefficient between bridge structure deformation and rail deformation showed a nonlinear increase with increasing amplitude of the bridge structure deformation. The rail deformation showed an obvious "following feature"; with the increase of bridge span and fastener stiffness, the curve of rail deformation became gentler, the track irregularity wavelength became longer, and the performance of the rail at following the bridge structure deformation was stronger.

• 한국실내디자인학회논문집
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• 제19권3호
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• pp.242-250
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• 2010

Recently, the long-term care insurance for the elderly was carried out according to the elderly is increased rapidly and the formation of sympathy that a nation and society try commonly to share health and welfare promotion of the elderly. The purpose of this study is to analyze the present status of nursing home after that the long-term care insurance is enforced in chungcheongbuk-do and to utilize as basic data. The study limited its survey to those facilities that refer to the Ministry of Health and Welfare data, that had the capacity of more than 50 people. The result are as followings. Firstly, most of the nursing home were located on the outskirts of the city. But it must be constructed in the city center if the recent deinstitutionalization trend is reflected. Secondly, notwithstanding the provisions of the Elderly Welfare Law, if the Livability and amenity are considered, the plan of a single or a twin room is needed. The ondol(溫突) system bedroom for the safety of the elderly had to be planned and for the color planning of a bedroom, a heating, the furniture, the form of a door, corridors, etc. should be partly improved. The fastener in which it is appropriate for the main exit, a stair, an elevator, the lighting device, and etc. is needed and the installation of a wandering path for the dementia patient and etc. is required. Thirdly, most of the dining room arranged on the first floor but it is not nearly used and it used for employee or the other use. Therefore, we have to consider the system in which it can deliver the meal to a bedroom. If the smell of the elderly and etc. is considered, the sufficient height of the floor should be reflected for the ventilation equipment. Lastly, The improvement of the existing law are required.

• 한국지반공학회논문집
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• 제31권9호
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• pp.29-38
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• 2015

이 연구에서는 열차가 교량 접속부를 통과하면서 발생되는 동적상호작용 문제를 유한요소해석프로그램을 이용하여 검토하였다. 해석대상구간에서의 궤도틀림조건은 부등침하량을 삼각함수를 이용하여 이상화하고, 철도공사 선로 보수기준을 만족하는 최대 궤도틀림 한계치를 해석조건으로 설정하였다. 해석대상이 되는 접속부 구조물의 체결장치 아래 부분은 모두 3차원 입체요소로 모형화하였으며, 해석비용을 줄이기 위하여 1/2 궤도부분만을 모형화하였다. 경계조건은 평면변형률상태에 준하는 것으로 차량-궤도 동적상호작용해석을 수행하였다. 국내 콘크리트궤도용 표준 접속부에서의 궤도틀림에 따른 열차 주행시 동적상호작용해석을 수행하여 윤중감소율과 차체수직진동가속도를 살펴보았으며, 접속부의 시멘트 안정처리골재, 일반골재, 일반토사구간에서의 발생된 최대 Mises응력으로 동적거동을 평가하였다.

• 한국의류산업학회지
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• 제17권3호
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• pp.341-350
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• 2015

The purpose of this study was to suggest a silver blouse design by applying modularization. The precedent study of the researcher was used to analyze the design characteristics that were displayed in domestic and foreign silver blouses. This study was taken as the follow-up research as the module components and range of the silver blouse were set up and it was based on to suggest a silver blouse design with application of modularization. The intention was to base on the module system used in various fields to apply the modularization method on the module design research of silver blouse and as a result, it was derived into 6 types. The traditional design reflected on the characteristic of how the silver generation prioritizes practicality and in order to emphasize this, it will be more effective to apply the fastener and folding method for the development of the design. The contemporary design reflected on the characteristic of how the silver generation prioritizes aesthetics and in order to emphasize this, it will be more effective to apply the module composition method where integration can be made according to the desire of the wearer for the development of the design. The trendy design reflected on how the characteristic of the silver generation wants to look younger and the derived modularization method can be applied freely for expression. Since the range, structure, and formation where modularization can be applied are general, it is implied that there is a need to take sustainable development has to be conducted as the tool that can create different types of design.

• 대한토목학회논문집
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• 제35권5호
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• pp.1179-1189
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• 2015

장대레일을 적용한 교량상 콘크리트 궤도는 온도하중 및 시제동 하중에 의하여 종방향 상호작용력이 크게 발생하며, 이를 해소하기 위하여 활동체결장치 또는 저체결력 체결장치와 같은 특수체결장치를 적용하거나 레일신축이음장치를 설치하여야 한다. 슬라이딩 슬래브 궤도는 교량과 궤도 슬래브 사이에 슬라이드층을 두어 상호작용을 저감시킬 수 있는 것으로 알려져 있다. 이 연구에서는 슬라이딩 궤도와 일반 콘크리트 궤도를 적용한 교량에 대하여 상호작용 해석 결과를 제공한다. 해석 결과 슬라이딩 궤도를 적용함으로써 장대레일에 발생하는 부가 축력을 현저히 저감시킬 수 있는 것으로 밝혀졌으며, 그 차이는 장경간 및 연속교에서 더욱 큰 것으로 나타났다.