• 대한교통학회지
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• 제21권1호
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• pp.7-19
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• 2003

공역은 항공기 운항의 기반으로서 항공기 운항의 안전성과 효율성에 커다란 영향을 미친다. 그러므로 공역은 안전성이 확보되도록 설계되어져야 하며. 국제민간항공의 운송에 적합하여야 한다. 따라서 국제민간항공기구에서는 조약 체약국들에게 자국에 활당된 책임공역 내에 항행에 필요한 여러 가지 공역들을 지정하도록 의무화하였으며, 각각의 공역의 설계는 국제적 기준에 따라 자국의 법령과 기준을 정하고 이에 따라 자국에 할당 된 공역 내에서 공역을 설계하도록 권고하고 있다. 그러나 한국에는 공역설계 기준을 구체적으로 명시한 법령 체계나 적용 상에 많은 미비점들을 가지고 있다. 이렇게 공역설계기준의 제정과 적용이 불완전한 상태에서는 공역설계가 비행안전에 영향을 미칠 수 있으며, 기준의 적용이 법률적 문제가 될 수 있는 동시에 항공기 사고 시에 배상책임의 소재에 중요한 영향을 미친다. 본 연구에서는 이론적 연구를 통하여 공역설계기준의 적용에 따른 법적 문제와 국제적 기준의 특성을 고찰하고. 국내 공항의 사례연구를 통하여 공역설계기준의 적용이 비행안전에 미치는 영향을 분석하고 평가하였다 본 연구에서 얻은 결과를 요약하면 다음과 같다. 첫째, 국제민간항공기구의 기준을 적용하여 공역설계기준을 제정하여야 하며 이규정 내에 군 공항의 공역설계는 예외로 함을 명시하여야한다. 둘째, 군 비행장으로서 민간항공기가 이용하는 군 비행장에는 ICAO 기준에 따라 공역을 설계하여 적용하여야 한다. 그러나 ICAO의 기준에 따라 공역을 설계할 수 없어 군 절차를 이용 할 경우에는 해당 절차도면에 설계의 근거를 밝혀야 한다. 셋째, 위의 방안의 시행을 위한 준비기간 동안에는 항공정보간행물이나 민간항공기가 이용하는 군 비행장의 절차도면에 해당절차의 설계기준이 국제민간항공기구의 기준과 다른 절차임을 명시하여야 한다.

• 한국산학기술학회논문지
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• 제16권8호
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• pp.5541-5549
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• 2015

본 논문은 반도체 웨이퍼 공정 배기가스 수분제어장치에 적용하기 위하여 인덕션 히터를 사용해서 안전하고 효율적인 전력을 사용하는 히터에 대한 설계방법을 제안한다. 수분을 제거하기 위해서 질소 가스의 흡열 반응을 발생하는 필라멘트 히터를 이용하여 배기가스 제거 시스템이 만들어진다. 이론적인 최적화와 전기적인 구현을 통해서 인덕션 이론은 반도체 웨이퍼 공정 배기가스 시스템을 위한 인덕션 히터 설계과정에 적용되어진다. 제안한 인덕션 히터 설계는 에너지 측면에서 비효율적이고 신뢰성이 떨어지며 안전하지 못한 현재의 설계문제에 대한 해결책을 제시한다. 인덕션 히터의 강인성과 미세조정 설계기법이 질소 히터의 사양내에서 에너지 소모를 최적화한다. 최적화는 배기 파이프의 공진주파수에 의해서 특성화된 ZVS(Zero Voltage Switching)를 기초로 이루어진다. 시스템에서 끼어진 고장 안전(fail-safe) 에너지 리미터는 MOSFET의 궤환 제어를 통하여 전압 레귤레이터를 사용하고 N2 히터 유닛의 사양이내에서 작동하기 위한 성능을 만족하도록 한다. 수치 해석과 설계의 우수성을 위한 기존의 필라멘트 히터와 미세조정한 인덕션 히터 설계의 사양과 성능비교는 제안한 인덕션 히터 설계방법이 우수함을 보여준다.

• Geomechanics and Engineering
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• 제15권2호
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• pp.755-767
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• 2018

This paper uses a finite element based approach to provide a comprehensive understanding to the behaviour and the design performance of buried uPVC pipes with different diameters. It also investigates pipes with good and poor haunch support and proposes minimum safe wall thicknesses for these pipes. The results for pipes with good haunch support showed that the maximum pipe wall stress and deformation increase as the diameter increased. The results for pipes with poor haunch support showed an increase in the dependency of the developed vertical displacement on the haunch support as the diameter or the backfill height increased. Additionally, poor haunch support was found to increase the soil pressure, with the effect increasing as the diameter increased. The design of uPVC pipes for both poor and good haunch support was found to be governed by critical buckling. A key outcome is a new design chart for the minimum wall thickness, which enables the robust and economic design of buried uPVC pipes. Importantly, the methodology adopted in this study can also be applied to the design of flexible pipes manufactured from other materials, buried under different conditions and subjected to different loading arrangements.

• 한국HCI학회:학술대회논문집
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• 한국HCI학회 2008년도 학술대회 2부
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• pp.227-232
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• 2008

Since 2000, there have been many changes in the residential types, such as an intelligent apartment which integrates both resting space and production space with comfort able, pleasant and safe environments based on internet systems. As the result of the rapid decrease in the birth rate and the prolonged lifespan around the world, it is expected that we will enter into an aging society by 2026. With such the expected change in the living patterns, many issues concerning the increased number of the elderly people have emerged as major social problems such as changes of family formation, its function and values, responsibility of caring for the aged, health and medical care, habitation policies and so on, and it is required to reconsider the social awareness on the living qualities of each old person. However, we have not yet satisfied such requirements with appropriate policies for the improvement of the living environment for them. It is considered, therefore, that we need to develop a new tool that, according to our goals, can give us a broad understanding on several considerations in designing the future homes for the elder people, making it possible to check the process changed by residents' needs in real time and apply it immediately to the space. As we have seen, it is required that spatial design process and design methodology should be considered in designing the homes for the aged for the pre-occupancy design evaluation.

• 한국지진공학회논문집
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• 제17권4호
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• pp.151-157
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• 2013

In this study, an externally reinforced structural system for SMC(Sheet Molding Compound) panel water tank, designed according to the Japanese design code, is experimented to evaluate its seismic performance. The test tank is 3m long, 2m wide and 3m high, considering the capacity and size of the shaking table. The measured hydrodynamic pressures are found to be approximately 70% of the Japanese design code values. It may be partially due to the convex shape effect of the unit panels. The analytical results of externally reinforced system based on the measured dynamic water pressures are found in good agreement with the test results. If the design hydrodynamic pressures are estimated properly, the proposed analytical model for the externally reinforced water tank becomes a useful design tool and the Japanese design code is found to provide a safe design for the external frames of SMC panel water tank.

• 국제초고층학회논문집
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• 제2권2호
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• pp.131-139
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• 2013

The field of structural fire engineering has evolved within the construction industry, driven largely by the acceptance of performance-based or goal-based design. This evolution has brought two disciplines very close together - that of structural engineering and fire engineering. This paper presents an overview of structural systems that are frequently adopted in tall building design; typical beams and columns, concrete filled steel tube columns and long span beams with web openings. It is shown that these structural members require a structural analysis in relation to their temperature evolution and failure modes to determine adequate thermal protection for a given fire resistance period. When this is accounted for, a more explicit understanding of the behaviour of the structure and significant cost savings can be achieved. This paper demonstrates the importance of structural fire assessments in the context of tall building design. It is shown that structural engineers are more than capable of assessing structural capacity in the event of fire using published methodologies. Rather than assumed performance, this approach can result in a safe and quantified design in the event of a fire.

• Journal of Magnetics
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• 제22권1호
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• pp.69-77
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• 2017

To empower safe, economical and eco-friendly sustainable solution for enhancing oil and gas productivity from deep water reservoirs, new downhole technologies are recommended. Since electric machine plays leading role in the downhole application, it is a squeezing requirement for researchers to design and develop advanced electric machine. The Recent improvement in technology and uses of high-temperature magnets, permanent magnet flux switching machine (PMFSM) has become one of the appropriate contenders for offshore drilling but fewer designed for downhole due to ambient temperature. Therefore this comprehensive study deals with the design optimization and performance analysis of outer rotor PMFSM for the downhole application. Preliminary, the basic design parameters needed for machine design are calculated mathematically. Then the design refinement technique is implemented through deterministic method. Finally, initial and optimized performance of the machine is compared and as a result the output torque is increase from 16.39 Nm to 33.57 Nm while diminishing the cogging torque and PM weight up to 1.77 Nm and 0.79 kg, respectively. Therefore, it is concluded that purposed optimized design is suitable for the downhole application.

• 대한건축학회연합논문집
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• 제21권4호
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• pp.139-146
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• 2019

The purpose of this study is to propose the building design guideline considering photovoltaic panel installation through the analysis of relevant guidelines from home and abroad in terms of building design and solar panel installation. Conclusions can be summarized as followings; Considerations in building design : selection of the site with high solar accessibility, avoidance of the shade from the adjacent building & trees, south facing orientation of solar panel in building design, removal of shade on the solar panel from the part of building itself, load consideration of solar panel & fixing materials, safe passage securement for solar system maintenance, and planning of piping and mechanical room for solar system. Considerations in solar panel installation : harmonizing of solar panel with surrounding environment, unity of solar panel orientation & slope, regular maintenance of solar system, (in case of flat roof installation) solar panel installation afloat over the roof, installation area within the roof floor, and lower than parapet height, (in case of sloped roof installation) solar panel installation parallel with the roof slope, ventilation space securement below the panel, installation area within the roof surface, and similar material installation in empty space.

• Steel and Composite Structures
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• 제43권3호
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• pp.293-309
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• 2022

Accurate design models for predicting the shear resistance of headed studs in solid concrete slabs are essential for obtaining economical and safe steel-concrete composite structures. In this study, symbolic regression with genetic programming (GPSR) was applied to experimental data to formulate new descriptive equations for predicting the shear resistance of studs in solid slabs using both normal and lightweight concrete. The obtained GPSR-based nominal resistance equations demonstrated good agreement with the test results. The equations indicate that the stud shear resistance is insensitive to the secant modulus of elasticity of concrete, which has been included in many international standards following the pioneering work of Ollgaard et al. In contrast, it increases when the stud height-to-diameter ratio increases, which is not reflected by the design models in the current international standards. The nominal resistance equations were subsequently refined for use in design from reliability analyses to ensure that the target reliability index required by the Eurocodes was achieved. Resistance factors for the developed equations were also determined following US design practice. The stud shear resistance predicted by the proposed models was compared with the predictions from 13 existing models. The accuracy of the developed models exceeds the accuracy of the existing equations. The proposed models produce predictions that can be used with confidence in design, while providing significantly higher stud resistances for certain combinations of variables than those computed with the existing equations given by many standards.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2000년도 추계 학술발표회 논문집 Proceedings of EESK Conference-Fall 2000
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• pp.261-266
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• 2000

This paper consider the effects of the human-body stiffness on the response of the footbridge to ground shaking by an earthquake. A mass-spring, suggested by Tianjian Ji(1999), describing the stiffness of the human body and an inert mass specified in the Code as the appropriate human whole-body model are used and the responses of the structure in both cases to ground shaking are were compared. Finally this paper ascertains whether the consideration of the human body as a mass is safe in the aseismic design.