• 터널과지하공간
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• 제12권2호
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• pp.107-114
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• 2002

터널 2차라이닝은 지반하중의 합리적인 산정기준의 부재와 보수적 경향의 지반이완하중법이 적용되고 있기 때문에 과다한 경향으로 보강되고 있는 실정이다. 2차라이닝에 고려되는 주요하중으로는 지반이완하중과 수압을 들 수 있으며, 배수터널의 경우에는 지반하중이 가장 큰 하중이 된다. 터널 주변 지반에 별도의 외력이 작용하지 않는다면, 2차라이닝에 작용하는 하중의 직접적인 원인은 1차지보재의 지지력 저하이다. 따라서, 2차라이닝의 설계시에는 지반과 1차지보재와의 상호작용을 고려한 합리적인 해석방법이 요구된다. 본 논문에서는 단순한 질량-스프링 모델을 통하여 지반-1차지보재-2차라이닝의 상호작용을 개념적 모델로 설명하였으며, 이를 원형터널에 대한 이론해석을 통하여 지반-1차지보재-2차라이닝 의 상호작용에 대한 하중전이 특성을 입증하였다. 그리고, 복잡한 터널해석조건에 대한 본 모델의 적용성을 검토하기 위하여 수치해석법의 적용성을 검증하였다.

• 한국지구물리탐사학회:학술대회논문집
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• 한국지구물리탐사학회 2003년도 Proceedings of the international symposium on the fusion technology
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• pp.109-114
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• 2003

It is the common practice to reinforce excessively the secondary tunnel lining due to the lack of rational insights into the ground loosening loads. The main load of the secondary lining for drained-type tunnels is the ground loosening. The main cause of the load for secondary tunnel lining is the deterioration of the primary support members such as shotcrete, steel ribs, and rockbolts. Accordingly, the development of the analysis model to consider the ground-primary supports-secondary lining interaction is very important for the rational design of the secondary tunnel lining. In this paper, the interaction is conceptually described by the simple mass-spring model and the load transfer from the primary supports to the ground and the secondary lining is showed by the characteristic curves including the secondary lining reaction curve for the theoretical solution of a circular tunnel. And also, the application of this model to numerical analysis is verified in order to review the potential tool for practical tunnel problems with the complex conditions like non-circular shaped tunnels, multi-layered ground, sequential excavation and so on.

• 전기학회논문지
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• 제67권12호
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• pp.1619-1625
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• 2018

Portable electronic devices secondary batteries can cause fire and explosion due to micro-current change in addition to the situation of short-circuit inrush current, safety can not be secured with a general operation limited current fuse. Therefore, in secondary battery, it is necessary for the protector to satisfy both the limit current type operation in the open-short-circuit inrush current and the current detection operation characteristic in the micro current change situation and for this operation, a fuse for the current detection type secondary battery protection circuit can be applied. The purpose of this study is to design a protection device that operates stably in the hazardous situation of small capacity secondary battery for portable electronic devices through the design of low melting fuse elements alloy of sensing type fuse and secures stability in abnormal current state. As a result of the experiment, I-T and V-T operation characteristics are satisfied in a the design of the alloy of the current sensing type self-contained low melting point fuse and the resistance of the heating resistor. It is confirmed that it can prevent accidents of short circuit over-current and micro current change of secondary battery.

• 산업공학
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• 제18권4호
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• pp.402-411
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• 2005

Secondary batteries with high performance are essential in widespread use of modern portable devices such as cellular phones and laptop computers. High energy density, long cycle life, and safety are some of important requirements for secondary battery. To achieve such characteristics, a mixing proportion of electrolyte solution ingredients in the battery should be carefully chosen. In this paper, using statistical design of mixture experiments (DOME), we attempt to find an optimum condition of designing the secondary battery. DOME has a distinct feature in that the experimental region is represented by simplex, rather than hypercube, because the sum of blend proportions should be unity. Several designs based upon this point have been proposed for mixture experiments. Among them, an extreme vertices design is employed in this paper because there are a couple of blend constraints to be considered. In order to investigate how the mixing proportion interacts with other manufacturing factors, a fractional factorial design is also included across the extreme vertices design. As a result, we find that the blend proportion of solution ingredients has a significant effect on battery performances. By simultaneously optimizing two battery capacities, this paper proposes an optimum blend proportion according to process factor settings.

• 시큐리티연구
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• 제22호
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• pp.231-258
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• 2010

본 연구는 공동주택 주민의 거주기간, 범죄예방노력을 배경변인으로 하여 만족도 분석과 세분화된 집단의 상호작용을 통해 주민인식 관점에서 범죄로부터 안전한 생활공간 구현과 범죄의 두려움을 극복할 수 있는 CPTED의 설계방안을 도출하는데 있다. 요인분석결과 도출된 전체 집단(Total group) 8개 요인의 만족도지수는 모두 0 이상으로 제시되어 긍정적이며, 꽤 수용할 만한 수준으로 나타났다. 2차 설계집단(Group1) 8개 요인의 만족도지수는 모두 0 이상으로 제시되어 긍정적이며, 기계적 접근통제, 기계적 감시는 꽤 수용 할 만한 수준이고, 나머지 6개차원에서는 적절한 수준을 나타났다. 1 2차 설계집단(Group2)은 8개 요인의 만족도지수는 모두 0 이상으로 제시되어 긍정적으로 나타났으며, 모든 차원에서 꽤 수용 가능한 수준으로 나타난 것을 알 수 있다. Two-way ANOVA를 분석한 결과는 거주기간에 따른 집단의 환경설계의 만족도 차이는 CPTED의 8개 모든 차원에서 1 2차 설계집단의 만족도가 높으며, 거주기간에 따른 만족도는 자연적 접근통제, 자연적 감시의 2년 미만집단에서 만족도가 높게 나타났다. 집단과 거주기간간 교호작용효과는 조직적 접근통제와 자연적 접근통제의 1 2차 설계집단 보다 2차 설계집단에서 2년 미만에서 만족도가 높으며, 나머지 2개의 하위집단에서 1 2차 설계집단이 높게 나타났다. 범죄예방노력에 따른 집단별 만족도 차이는 CPTED의 8개 모든 차원에서 1 2차 설계집단의 만족도가 높으며, 범죄예방노력에 따른 만족도 차이는 2차 설계집단에 '상'집단에서 만족도가 높으며, 교호작용효과는 기계적 접근통제, 조직적 접근통제, 자연적 접근통제, 영역성 강화에서 1 2차 설계집단 보다 2차 설계집단의 '상'집단에서 높으며, 1 2차 설계집단에서 '중'과 '하'집단의 만족도가 높게 나타났다.

• 대한기계학회:학술대회논문집
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• 대한기계학회 2002년도 학술대회지
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• pp.603-606
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• 2002

Numerical analysis and its inverse design process of 2nd stage of JT8D aircraft engine is described. One of the most important factors that affect the performante of turbomachine is secondary flow in the blade passage, so that the performance of turbomachine can be improved by controlling secondary flow. In this paper, as a method to control secondary flow, commercial inverse design program, TurboDesign is used. Meridional derivative of angular momentum is selected as a parameter to control blade leading in this program, To validate inverse designed model, computational analysis is applied which includes rotor-stator-interaction. In this paper, CFB results of both original and inverse designed model are compared to examine how much the performance improves without reduction of work output.

• 한국농촌건축학회논문집
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• 제14권4호
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• pp.67-76
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• 2012

The main purpose of this study is to understand the existing and the architectural characteristics of the Secondary Stations of Catholic Church in Jeju. The method of this study is to research all the literature and to visit. The time of establishment of the Secondary Stations of Catholic Church in Jeju was mostly 1950's, and that time was the heyday of the Secondary Stations of Catholic Church that was built in Korean. Catholicism was spread throughout Jeju during this time, and in the process, the Secondary Stations of Catholic Church was built. The Secondary Stations of Catholic Church in Jeju are sited mostly in coastal villages, and especially Catholicism was actively spread throughout the west of Jeju and the a large number Secondary Stations of Catholic Church were built in the west of Jeju. The Secondary Stations of Catholic Church were built between the mid-1950's to the mid-1960's. The plan type is kept as plan shaped of straight shape. When made an enlargement of the interior space and altered, framework of the Secondary Stations of Catholic Church was generally maintained. The head of the side window and the front door have the same design characteristics. When the belfry is located, it is attached to an outer wall of the Secondary Stations of Catholic Church, or is located to the left or the right the front of the Secondary Stations of Catholic Church. The design of belfry found expression in various forms. The buttress are not located in the others but in Young-su Gong-So, and it has not the structural functions but the design functions.

• 국제초고층학회논문집
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• 제5권4호
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• pp.263-270
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• 2016

In this paper, the stability requirements for diagrid and mega braced structures are examined. The role of the secondary bracing system for the stability of a diagrid structure is discussed. A simple procedure is proposed for the design of the secondary bracing system when it is required. As a case study, the design of the Hearst Tower diagrid and its secondary bracing system are presented.

• 교육시설 논문지
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• 제21권4호
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• pp.3-10
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• 2014

The opportunity, provided for a direction planning mixed-use facilities for secondary schoo, is the purpose of this paper. Mixed-use facilities are an important issue in school building as it seeks to revive the facilities for local residents in school zone. The latest works of mixed-use facilities in secondary school, however, which are evaluated as well reflected the patterns of education and local community, are still deficient in that communicational elements in secondary school are inadequate. The cases of this paper, which are grown up as an educational building with mixed-use facilities opened to the local residents, are suitable to offer the design method for the future secondary school with mixed-use facilities. This paper reviews an assessment of its success in mixed-use facilities for secondary school as a public building for both of local residents and students and concludes with the establishment of design method for the future school; extraction of the factors contributing to development of mixed-use facilities in school area and proposal of design method; implementation of renewal of mixed-use facilities including educational program and spaces for the creation of identity.

• 설비공학논문집
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• 제28권6호
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• pp.242-247
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• 2016

This study analyzed the energy consumption of a building pump system that was originally equipped with a primary-secondary zone pump system. Using the HYSYS program the energy consumption of the primary pump system was compared with the primary-secondary zone pump system. The primary-secondary zone pump system consumes less energy than the originally designed primary pump system. When the distance between the machine room and each building is assumed to be equal, the primary pump system can be more efficient than the primary-secondary zone pump system with decreasing the distance. When the distance is 120 m, the primary system consumes less total annual energy than the primary-secondary zone pump system and saves 2,773 kWh. The suggested energy evaluation program can be useful if the designer seeks a more efficient pump system.