• 전기학회논문지
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• 제61권8호
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• pp.1210-1215
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• 2012

Traction motors for driving and power conversion devices using semiconductor switch are equipped with a transportation systems such as an electrical railway system. Power conversion devices have the possibility of malfunction by external electromagnetic waves. As a result, these could affect the safe operation of the railway. Moreover, the electromagnetic waves above safe limits will be harmful to the passengers inside the railway vehicles or anyone working around the rail-track. For this reason, the importance and need about the reliability check and complement of electromagnetic waves generated from the IPT(Inductive Power Transfer) system have been suggested for the safe application of the IPT system to the railway system. In this study, prediction for the electromagnetic wave properties was conducted through FEM(Finite Element Method) analysis of 5kW-class IPT system design model. Next, the 5kW IPT system prototype was made and then the small-scaled railway vehicle was made to mount the IPT system and the energy management system. Finally, the electromagnetic waves generated from the real small-scaled IPT system were measured and analyzed, and then the reliability check of predictions by FEM analysis were carried out.

• Coupled systems mechanics
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• 제2권3호
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• pp.289-302
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• 2013

The piled raft is a geotechnical construction, consisting of the three elements-piles, raft and the soil, that is applied for the foundation of a tall buildings in an increasing number. The piled rafts nowadays are preferred as the foundation to reduce the overall and differential settlements; and also, provides an economical foundation option for circumstances where the performance of the raft alone does not satisfy the design requirements. The finite element analysis of the piled raft foundation is presented in this paper. The numerical procedure is programmed into finite element based software SAFE in order to conduct the parametric study wherein soil modulus and raft thickness is varied for constant pile diameter. The problems of piled raft for three different load patterns as considered in the available literature (Sawant et al. 2012) are analyzed here using SAFE. The results obtained for load pattern-I using SAFE are compared with those obtained by Sawant et al. (2012). The fair agreement is observed in the results which demonstrate the accuracy of the procedure employed in the present investigation. Further, substantial reduction in maximum deflections and moments are found in piled raft as compared to that in raft. The reduction in deflections is observed with increase in raft thickness and soil modulus. The decrease in maximum moments with increase in soil modulus is seen in raft whereas increase in maximum moments is seen in piled raft. The raft thickness and soil modulus affects the response of the type of the foundation considered in the present investigation.

• 한국안전학회지
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• 제34권3호
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• pp.75-82
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• 2019

The purpose of this study was to evaluate the effectiveness of a vibration feedback system in improving two safe seating postures of office workers. In addition, the relative effectiveness of positive and negative feedback procedures was examined. Participants were four office workers. The dependent variables were the percentages of time participants spent in the safe sitting postures including shoulder, back, and overall body positions during the experimental sessions. A multiple-baseline design counterbalanced across participants was adopted. For two participants, the negative procedure was introduced first after baseline and positive procedure was introduced in the next phase. For the other two participants, the sequence of introducing the positive and negative feedback procedures was reversed. The result showed that the vibration feedback system, regardless of the type of the procedure, was effective in improving the safe sitting postures for all participants. However, the difference between the two procedures was not clearly shown. The benefits of the automated observation and vibration feedback system in workers' safety were discussed.

• 대한인간공학회지
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• 제35권1호
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• pp.1-10
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• 2016

Objective: This study aimed to find good design for summer functional farm shoes under the agricultural environment and working characteristics, which can help safe farm work and further promote the efficiency of working. Background: Most accidents at farms were overturn accidents caused by slipping or falling, and it was found that the main factors which caused the overturn accidents were inappropriate work shoes for the working conditions. These inappropriate work shoes often cause overturn accidents in the rural areas with steep paths. Method: A survey on work shoes was conducted with 174 farmers, and the outcome of this survey was used to find problems of work shoes and improvement ideas for the design of work shoes which can be used at farms. Results: Regarding the form of farm shoes, the ankle height was set at 6 inches to prevent the bending of the ankle and the inflow of foreign substances. The size and groove of the pattern of the outsole were extended to prevent catching of foreign substances. In the upper part, polyurethane and cordura were used in combination to secure air permeability, which was pointed out as the reason for the discomfort during the work wearing existing work shoes. Conclusion: Since farmers felt discomfort with the shoes which they were currently wearing, this study suggested a design of farm shoes by analyzing the important matters of the work shoes in development in order to improve such discomfort. Application: This study can help develop farm shoes that would practically ease farmers' burden of working at farm worksites and keep them safe.

• 한국방재학회 논문집
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• 제11권2호
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• pp.9-13
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• 2011

초고층 빌딩 건설 시 요구되는 성능위주 소방설계는 인명 안전을 확보할 수 있는 능동적인 대책으로서 화재 위험성을 평가하고, 공학적 분석 결과를 토대로 하여 방재시스템을 구축하는 것으로 관련 법규 및 기준을 적용하여 수행하는 기존의 설계 방식보다 인명 안전의 확보에 있어서 매우 효율적이고 타당하다고 보여진다. 본 연구는 피난 요구 시간인 RSET과 피난이 가능한 시간인 ASET에 의한Time-line Analysis을 적용하였으며 또한 ASET과 RSET을 비교, 분석하기 위하여 화재 및 피난 시뮬레이션을 수행하였다. 연구 결과, 스프링클러설비가ASET을 증가시켰으며, 화재감지 및 경보시간의 단축이 RSET을 효과적으로 감소시켜 주고 있다. 단축된 시간은 인명의 안전을 확보하는데 많은 영향을 미치는 것으로 확인되었다. 또한 소화설비, 화재 감지 및 경보설비가 정상적으로 작동되도록 유지 관리되는 것도 중요한 것으로 파악되었다. 화재의 성상을 데이터 베이스화하고 피난 대응 프로그램 등이 구축되면 성능위주 설계에 유용한 자료로 이용될 수 있다.

• 항공우주시스템공학회지
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• 제13권4호
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• pp.50-59
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• 2019

플랩제어시스템의 주요 구성품인 주제어밸브의 설계는 실제 제작 경험을 바탕으로 반복-오차 방법에 의존하여 수행하였다. 본 논문에서는 모델 기반의 부품 설계 방법을 제안하였다. 플랩제어시스템은 주제어 밸브, 고장-안전 밸브, 솔레노이드 밸브, LVDT, 구동 모터 등으로 구성된다. 주제어밸브는 주로 스풀과 슬롯으로 구성된다. 주제어밸브의 중요한 설계변수는 슬롯의 폭 (Slot Width), 오버 랩(Overlap) 및 간극(Clearance)이다. AMESim을 활용하여 주 제어 밸브의 유로를 모델링하고 해석하였다. 제안된 설계절차를 적용한 결과 허용된 가공오차 범위 내에서 요구 성능을 충족함을 확인하였다.

• 전력전자학회:학술대회논문집
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• 전력전자학회 1997년도 전력전자학술대회 논문집
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• pp.131-134
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• 1997

McT는 MOS-게이트형 사이리스터로써 MOS-게이트형 턴-온 및 턴-오프 특성과 낮은 도통 전압을 나타내는 소자이다. 그러나 SOA(Safe Operation Area)가 상대적으로 작기 때문에 스너버 회로를 필요로 한다. 본 논문에서는 간단한 MCT PSPICE 모델을 사용하여 스위칭 특성과 RCD 스너버의 특성을 분석하였고 스너버 회로 설계방식을 제안하였다.

• 한국터널지하공간학회 논문집
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• 제5권2호
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• pp.101-113
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• 2003

현재 기존 지하구조물의 안정성에 영향을 미치는 신축구조물의 건설이 많아지므로 설계 및 시공 중 기술적으로 많은 문제점이 발생하고 있으며, 이러한 근접시공은 지하구조물의 중요도에 따라 지하구조물의 안정성과 신축구조물의 경제성이라는 두 사안이 절충 가능한 합리적인 설계 및 시공이 절실히 요구되고 있다. 지금까지의 지하구조물의 안정영역 및 지반거동에 관한 많은 연구가 이루어져 왔으나, 본 논문에서는 지하구조물의 상부에 구조물 건설에 따른 하중이 작용할 경우 지하구조물과 신축 지상구조물의 상호위치, 토피고 및 대상 지반조건이 지하구조물의 안정성에 미치는 영향 및 안정영역의 범위에 대하여 재평가하였다.

• Smart Structures and Systems
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• 제22권4호
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• pp.481-493
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• 2018

Ultrasonic guided waves have attracted increasing attention for non-destructive testing (NDT) and structural health monitoring (SHM) of bridge cables. They offer advantages like single measurement, wide coverage of acoustical field, and long-range propagation capability. To design defect detection systems, it is essential to understand how guided waves propagate in cables and how to select the optimal excitation frequency and mode. However, certain cable characteristics such as multiple wires, anchorage, and polyethylene (PE) sheath increase the complexity in analyzing the guided wave propagation. In this study, guided wave modes for multi-wire bridge cables are identified by using a semi-analytical finite element (SAFE) technique to obtain relevant dispersion curves. Numerical results indicated that the number of guided wave modes increases, the length of the flat region with a low frequency of L(0,1) mode becomes shorter, and the cutoff frequency for high order longitudinal wave modes becomes lower, as the number of steel wires in a cable increases. These findings were used in design of transducers for defect detection and selection of the optimal wave mode and frequency for subsequent experiments. A magnetostrictive transducer system was used to excite and detect the guided waves. The applicability of the proposed approach for detecting and locating wire breakages was demonstrated for a cable with 37 wires. The present ultrasonic guided wave method has been found to be very responsive to the number of brokenwires and is thus capable of detecting defects with varying sizes.

• 한국정보통신학회논문지
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• 제14권2호
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• pp.343-350
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• 2010

기존의 웹 서버 아키텍처 설계에서는 웹 서비스의 신뢰성, 견고성과 안전성을 유지하기 위하여 데이터 암호화(encryption) 기법을 사용하였다. 그러나 데이터 암호화 기법의 사용은 웹 서버의 처리량(throughput) 감소와 평균 응답 시간을 증가시키면서, CPU 작업을 낭비하기기 때문에 웹 어플리케이션 서버의 성능에 부정적인 영향을 나타낸다. 또한 최근의 웹 어플리케이션들은 안전한 인터넷 통신을 위하여 보안과 안전성을 요구하고 있다. 그러므로 본 논문에서는 안전한 웹 서비스를 위하여 기존의 웹 서버에 새로운 웹 서비스 모듈들을 추가하고 쓰레드 풀(Thread pool)과 Non-blocking I/O를 이용하는 개선된 웹 서버를 제안하고, 안전한 웹 서비스 성능을 나타내기 위하여 신뢰성과 안전성을 제공한다. 그리고 본 논문에서 제안한 웹 서버 시스템의 안전성과 성능을 평가하기 위하여 기존의 전형적인 톰캣 기반의 웹 서버와 제안 시스템에 대하여 실험을 통해 안전성과 성능을 비교 평가한다.