• 전력전자학회논문지
• /
• 제16권6호
• /
• pp.587-593
• /
• 2011

본 논문에서는 고 전력밀도 및 저가형으로 구성 가능한 새로운 구조의 계통 연계형 태양광 인버터 시스템을 제안한다. 제안 시스템은 태양전지의 최대 전력점 추종기능과 배터리의 충 방전 기능을 단일 전력단으로 구성함으로써, 고 전력밀도 및 저가격형 시스템 구성이 가능하다. 또한, 제안 시스템은 배터리를 링크 캐패시터에 직렬 연결함으로써 링크 캐패시터의 전압 스트레스를 배터리 전압만큼 저감할 수 있으므로 가격저감 효과가 크다. 최종적으로 제안 시스템의 우수성과 신뢰성 검증을 위하여 1.5kW급 태양광 인버터 시스템의 시작품을 제작하였고, 이를 이용한 실험결과를 바탕으로 제안 시스템의 타당성을 검증한다.

• Journal of Information Processing Systems
• /
• 제5권3호
• /
• pp.117-130
• /
• 2009

By providing ubiquitous Internet connectivity, wireless networks offer more convenient ways for users to surf the Internet. However, wireless networks encounter more technological challenges than wired networks, such as bandwidth, security problems, and handoff latency. Thus, this paper proposes new technologies to solve these problems. First, a Security Access Gateway (SAG) is proposed to solve the security issue. Originally, mobile terminals were unable to process high security calculations because of their low calculating power. SAG not only offers high calculating power to encrypt the encryption demand of SAG's domain, but also helps mobile terminals to establish a multiple safety tunnel to maintain a secure domain. Second, Robust Header Compression (RoHC) technology is adopted to increase the utilization of bandwidth. Instead of Access Point (AP), Access Gateway (AG) is used to deal with the packet header compression and de-compression from the wireless end. AG's high calculating power is able to reduce the load on AP. In the original architecture, AP has to deal with a large number of demands by header compression/de-compression from mobile terminals. Eventually, wireless networks must offer users "Mobility" and "Roaming". For wireless networks to achieve "Mobility" and "Roaming," we can use Mobile IPv6 (MIPv6) technology. Nevertheless, such technology might cause latency. Furthermore, how the security tunnel and header compression established before the handoff can be used by mobile terminals handoff will be another great challenge. Thus, this paper proposes to solve the problem by using Early Binding Updates (EBU) and Security Access Gateway (SAG) to offer a complete mechanism with low latency, low handoff mechanism calculation, and high security.

• Smart Structures and Systems
• /
• 제6권5_6호
• /
• pp.579-593
• /
• 2010

Low-power radio frequency (RF) chip transceiver technology and the associated structural health monitoring platforms have matured recently to enable high-rate, lossless transmission of measurement data across large-scale sensor networks. The intrinsic value of these advanced capabilities is the allowance for high-quality, rapid operational modal analysis of in-service structures using distributed accelerometers to experimentally characterize the dynamic response. From the analysis afforded through these dynamic data sets, structural identification techniques can then be utilized to develop a well calibrated finite element (FE) model of the structure for baseline development, extended analytical structural evaluation, and load response assessment. This paper presents a case study in which operational modal analysis is performed on a three-span prestressed reinforced concrete bridge using a wireless sensor network. The low-power wireless platform deployed supported a high-rate, lossless transmission protocol enabling real-time remote acquisition of the vibration response as recorded by twenty-nine accelerometers at a 256 Sps sampling rate. Several instrumentation layouts were utilized to assess the global multi-span response using a stationary sensor array as well as the spatially refined response of a single span using roving sensors and reference-based techniques. Subsequent structural identification using FE modeling and iterative updating through comparison with the experimental analysis is then documented to demonstrate the inherent value in dynamic response measurement across structural systems using high-rate wireless sensor networks.

• 대한조선학회논문집
• /
• 제42권5호
• /
• pp.479-486
• /
• 2005

The final goal of shift alignment design is that the bearing reaction forces or mean pressures are within design boundaries for various service conditions of a ship. However, it is found that calculated bearing load can be substantially variable according to the locations of the effective support points of after sterntube bearing which are determined by simple calculation or assumption suggested by classification societies. A new analysis method for shaft alignment calculation is introduced in order to resolve these problems. Key concept of the new method is featured by adopting both nonlinear elastic and multi-support elements to simulate a bearing support Hertz contact theory is basically applied for nonlinear elastic stiffness calculation instead of the projected area method suggested by most of classification societies. Three loading conditions according to the bearing offset and the hydrodynamic moment and twelve models according to the locations of the effective support points of sterntube bearings are prepared to carry out quantitative verifications for an actual shafting system of 8000 TEU class container vessel. It is found that there is relatively large difference between assumed and calculated effective support points.

• 한국안전학회지
• /
• 제34권5호
• /
• pp.15-21
• /
• 2019

A rack-type warehouse has the advantage of storing a large amount in a small area by loading goods vertically. But in terms of fire risk, the fire load is very high, which can cause massive damage in the event of a fire. In the United States, research has been actively conducted to minimize the spread of vertical fires, and relevant standards have been established and operated. In Korea, research and related standards are insufficient to prevent the vertical spread of rack-type warehouse fires. In this study, an experimental study was conducted to prevent the vertical spread of a rack-type warehouse fire using a horizontal barrier and in-rack sprinklers. As a result of the test, the horizontal barrier considering the continuous flame prevented the vertical spread of the flame for a certain time. However, the horizontal barrier with continuous flame did not show the effect of preventing continuous flame. The combination of the horizontal barrier and the in-rack sprinkler prevented the vertical spread of fire effectively. In addition, the heat collecting effect through the horizontal barrier was shown and helped the early operation of the in-rack sprinklers.

• 한국건설순환자원학회논문집
• /
• 제9권4호
• /
• pp.602-608
• /
• 2021

최근에는 다양한 보강재를 매트릭스에 혼입하는 방식으로 콘크리트 재료에 다양한 유형의 성능을 부여하는 연구 개발이 이루어지고 있다. 다량의 섬유를 사용하여 배합된 고인성 콘크리트는 다중균열분산 특성을 가지고 있으며, 이에 대한 다양한 연구가 수행되고 있다. 하지만 정적 하중에 대한 연구가 집중되고 있으며, 반복적인 하중에 대한 연구는 부족한 실정이다. 본 연구에서는 섬유비율을 달리한 고인성 콘크리트로 보를 제작하였고, 정적 휨시험과 피로 휨시험을 수행하였다. 그 결과 섬유 함량이 휨 거동에 미치는 영향을 분석하였고, 고인성 콘크리트의 하중-수명 관계를 S-N관계식으로 제안하였다. 2%의 섬유 혼입량으로 고인성 특성의 콘크리트를 배합할 수 있었다. 0.5% 섬유를 추가하는 경우 최대 휨강도는 유사하지만 휨인성은 2배 가까이 향상되는 것으로 나타났다. 반면, 두 배합의 피로수명은 큰 차이를 보이지 않았다.

• 한국구조물진단유지관리공학회 논문집
• /
• 제23권5호
• /
• pp.48-59
• /
• 2019

최근 들어 장대교량의 건설에 현수교, 사장교 등과 같은 케이블이 주 요소인 교량 형식이 급증하고 있다. 이와 같은 구조물에서 케이블이 미치는 영향은 매우 크며, 구조해석을 위해서 케이블에 대한 연구 및 케이블의 모드 특성에 따른 구조계의 변화를 연구해 볼 필요가 있다. 특히, 케이블은 거더에 가해지는 하중효과를 주탑으로 전달하는 캠버조절과 직결되고 전체 구조에서 중요한 부재로서, 가설시 가해지는 초기 장력과 시간이 경과후 장력을 비교하므로서 교량의 노후상태와 이상유무를 파악하는 데 기여하고자 본 연구를 수행하였다. 따라서 본 연구에서는 충격해머를 통한 모드 해석으로부터 케이블의 질량과 케이블의 길이변화에 따른 모드의 특성을 파악할 수 있었고, 공용중에 있는 케이블에서는 위상각의 변화가 비례관계임을 확인하였다. 또한 저차모드에서 지배모드가 결정되는 특성을 MAC분석을 통하여 알 수 있었다.

• 한국정보통신학회논문지
• /
• 제24권2호
• /
• pp.149-157
• /
• 2020

오늘날 사용자의 데이터 증가에 따른 데이터 중복으로 인해 다양한 중복 제거 연구가 이루어졌다. 그러나 상대적으로 개인 스토리지에 대한 연구는 미진하다. 개인 스토리지는 고성능 컴퓨터와는 다르게 CPU와 메모리의 자원 사용을 줄이면서 중복 제거를 수행할 필요가 있다. 본 논문에서는 개인 스토리지에서 중복 제거율을 적절히 유지하며 부하를 낮추기 위해 파일의 타입과 크기에 따라 FSC(Fixed Size Chunking)와 WFH(Whole File Chunking)를 선택적으로 적용하는 적응형 알고리즘을 제안한다. 제안한 파일 시스템은 LessFS에 비해 최초 파일 Write 시에는 Write 소요 시간은 1.3배 이상 높았으나 메모리의 사용은 3배 이상 감소하였고, Rewrite 시는 LessFS에 비하여 Write 소요시간이 2.5배 이상 빨라지는 것을 실험을 통하여 확인하였다.

• Geomechanics and Engineering
• /
• 제24권5호
• /
• pp.471-478
• /
• 2021

Water damage is one of the five disasters that affect the safety of coal mine production. The erosion of rocks by water is a very important link in the process of water inrush induced by fault activation. Through the observation and experiment of fault filling samples, according to the existing rock classification standards, fault sediments are divided into breccia, dynamic metamorphic schist and mudstone. Similar materials are developed with the characteristics of particle size distribution, cementation strength and water rationality, and then relevant tests and analyses are carried out. The experimental results show that the water-rock interaction mainly reduces the compressive strength, mechanical strength, cohesion and friction Angle of similar materials, and cracks or deformations are easy to occur under uniaxial load, which may be an important process of water inrush induced by fault activation. Mechanical experiment of similar material specimen can not only save time and cost of large scale experiment, but also master the direction and method of the experiment. The research provides a new idea for the failure process of rock structure in fault activation water inrush.

• Advances in concrete construction
• /
• 제12권5호
• /
• pp.377-389
• /
• 2021

Reinforced concrete vertical silos are universal structures that store large amounts of granular materials. Due to the asymmetric structure, heavy load, uneven storage material distribution, and the difference between the storage volume and the storage material bulk density, the corresponding earthquake is very complicated. Some scholars have proposed the calculation method of horizontal forces on reinforced concrete vertical silos under the action of earthquakes. Without considering the effect of torsional effect, this article aims to reveal the expansion factor of the silo group considering the torsional effect through experiments. Through two-way seismic simulation shaking table tests on reinforced concrete column-supported group silo structures, the basic dynamic characteristics of the structure under earthquake are obtained. Taking into account the torsional response, the structure has three types of storage: empty, half and full. A comprehensive analysis of the internal force conditions under the material conditions shows that: the different positions of the group bin model are different, the side bin displacement produces a displacement difference, and a torsional effect occurs; as the mass of the material increases, the structure's natural vibration frequency decreases and the damping ratio Increase; it shows that the storage material plays a role in reducing energy consumption of the model structure, and the contribution value is related to the stiffness difference in different directions of the model itself, providing data reference for other researchers; analyzing and calculating the model stiffness and calculating the internal force of the earthquake. As the horizontal side shift increases in the later period, the torsional effect of the group silo increases, and the shear force at the bottom of the column increases. It is recommended to consider the effect of the torsional effect, and the increase factor of the torsional effect is about 1.15. It can provide a reference for the structural safety design of column-supported silos.