• 조명전기설비학회논문지
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• 제26권12호
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• pp.21-27
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• 2012

Korean Industrial Standards for lightning protection system complies with IEC standards. However, the standards are applicable only to buildings and structures more than 20 meters in high. Therefore, it is necessary to determine whether lightning protection system should be installed on structures lower than 20 meters high. This paper proposes an efficient method of assessing risk against lightning of structures lower than 20 meters high. The method suggests simplified lightning protection system and provides selecting an appropriate protection level. The suggested method assumes that structure under assessment has no lightning protection system and there is no person around the structure at the moment of lightning stroke. A simplified method of assessing the risk to human within the structure is developed by adopting the general assessment factor. The selection of a protection level is possible by comparing tolerable risk with physical damage risk caused by a direct lightning. Finally, this paper gives ways to establish surge protection measures when a structure with lightning risk is within a radius of 2km from the assessed structure even if this structure requires no lightning protection system.

• Smart Structures and Systems
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• 제15권3호
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• pp.807-830
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• 2015

When a building structure requires both health monitoring system and vibration control system, integrating the two systems together will be cost-effective and beneficial for creating a smart building structure with its own sensors (nervous system), processors (brain system), and actuators (muscular system). This paper presents a real-time integrated procedure to demonstrate how health monitoring and vibration control can be integrated in real time to accurately identify time-varying structural parameters and unknown excitations on one hand, and to optimally mitigate excessive vibration of the building structure on the other hand. The basic equations for the identification of time-varying structural parameters and unknown excitations of a semi-active damper-controlled building structure are first presented. The basic equations for semi-active vibration control of the building structure with time-varying structural parameters and unknown excitations are then put forward. The numerical algorithm is finally followed to show how the identification and the control can be performed simultaneously. The results from the numerical investigation of an example building demonstrate that the proposed method is feasible and accurate.

• 전력전자학회논문지
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• 제24권2호
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• pp.78-83
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• 2019

In this study, we analyze the structure of the transceiver coil in the inductive power transfer (IPT) system. In the IPT system, the transceiver coil design needs to have the highest magnetic coupling possible because of the relatively low magnetic coupling due to the large gap of distance without the core. The transmitting coil may be formed as a multi-layer type according to the distance between the transmitting and receiving coils if the receiving coil is configured as a multi-layer type on the inner structure of the receiving apparatus, thereby improving the magnetic coupling and system efficiency. We compare and analyze the coil magnetic coupling, and system efficiency according to the layer structure of the transmitting and receiving coils and verify the analysis by JMAG simulation. Experimental results show that the layer structure of the transceiver should be considered according to the inner space of the receiving device and the spacing distance.

• 한국콘텐츠학회논문지
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• 제16권3호
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• pp.11-21
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• 2016

최근 건축물과 교량 등 사회기반시설물들의 노후화로 인해 변위센서, 가속도센서 등 첨단 기술을 이용한 구조물 안전관리 기법이 중요한 이슈로 부각되고 있다. 일반적으로 구조물의 안전관리를 위한 구조 건전성 모니터링 기술은 IT와 계측센서 기반으로 이러한 시스템을 구축하기 위해서는 많은 비용이 소요된다. 본 논문에서는 기존 계측센서 기반의 구조 건전성 모니터링 시스템에 비해 보다 경제적이고 효과적인 방법으로 구조물의 변위와 고유진동수를 추정하여 손상도를 평가하는 영상 기반의 구조물 동특성 분석 시스템을 개발하였다. 본 논문에서 개발한 시스템은 디지털 카메라와 같은 영상장치를 이용하여 구조물의 영상을 촬영하고, 영상처리를 위해 주로 사용되고 있는 정규상호상관기법인 NCC연산을 통해 변위와 고유 진동수를 분석하고, 구조물의 손상전후의 주파수응답비를 비교분석하여 손상도를 판별하여 문제가 발생 시 관리자에게 경보하는 기능을 지원한다. 본 시스템은 기존의 구조물에 부착하거나 고정해서 사용하는 계측 센서에 비해 설치 및 이동이 간편하고, 시스템이 단순하여 경제적이며 활용성이 높은 장점이 있다.

• 정보관리연구
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• 제23권3호
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• pp.74-94
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• 1992

본(本) 논문(論文)은 산업기술정보원(産業技術情報院)에서 자체 개발(開發)한 도서관리(圖書管理) 시스템인 KINITI-LIS의 구성(構成) 및 파일 구조(構造)에 관하여 기술하였다. 본(本) 시스템은 수서(收書), 목록(目錄), 검색(檢索), 대출(貸出), 연속간행물관리(連續刊行物管理) 등 5개 서브시스템으로 구성(構成)되었으며, 대부분의 파일들은 VSAM을 기본으로 구축(構築)하였다.

• 한국소음진동공학회논문집
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• 제26권4호
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• pp.406-411
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• 2016

지지구조물 위의 부시스템으로 이루어진 계의 고유 진동수와 모드형을 근사적으로 구하는 식을 유도하였다. 이 계는 이산계로 모형화되었고, 부시스템의 질량은 지지구조물의 질량에 비하여 매우 작다고 가정하였다. 기본진동수는 지지구조물에 대응하고, 고차 진동수는 각각의 부시스템에 대응한다는 것이 밝혀졌다. 또한 지지구조물이 조화력에 의해 가진될 때 지지구조물과 부시스템의 진동 진폭 사이의 관계를 유도하였다.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 1994년도 봄 학술발표회 논문집
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• pp.49-56
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• 1994

The purpose of this study is to construct a total design & manufacturing system for the Space-Truss structure. In this study, we choose the transmission tower as the study model to show the possibility of a Total System for another space truss structure. We are confident that this total system should provide more convenience, accuracy and should help to save time from the design stage to construct stage of the transmission tower.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 토목섬유 특별세미나
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• pp.53-58
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• 2000

The KOESWall system that minimizes the horizontal deformation of reinforced wall effectively was developed bt E&S Eng. Co., Ltd. in 1999. Due to its systematical feature i.e. isolated construction method. KOESWall system is able to use as temporary structures more economically without the facing block. In this report, it is shown that the case history of KOESWall as a temporary soil retaining structure and the field measuremnets.

• Composites Research
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• 제16권6호
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• pp.56-61
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• 2003

In this Paper, a fiber Bragg grating(FBG) sensor system is described and FBGs are well-suited for long term and extremely severe experiments, where traditional strain gauges fail. In the system. a reflect wave-length measurement method which employs a tunable light source to find out the center wave-length of FBG sensor is used. We apply the FBG system to nuclear energy Power Plant for structural integrity test to measure the displacement of the structure under designed pressure and to check the elasticity of the structure by measuring the residual strain. The system works very well and it is expected that it can be used for a real-time strain, temperature and vibration detector of smart structure.

• 항공우주시스템공학회지
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• 제7권1호
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• pp.39-43
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• 2013

In this study, damage assesment and repair technique of aircraft adopted on Sandwich composite structure were performed. The sandwich composite structure were damaged by drop weight type impact test machine. The damaged sandwich composite structure was repaired using external patch repair method after removing damaged area. This study presents comparison results of the experimental investigation between the impact damaged and the repaired specimen.