• 정보보호학회논문지
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• 제26권5호
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• pp.1151-1160
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• 2016

TrustZone의 시큐어 타이머를 이용한 커널 루트킷 탐지 시스템은 커널로부터 분리되고, 독립된 환경에서 커널을 보호할 수 있기 때문에 모니터링 시스템의 무결성을 보장할 수 있다. 하지만, 물리 메모리 주소를 기반으로, 커널 메모리를 주기적으로 모니터링하기 때문에 일시적인 공격에 취약하며, 페이지 테이블을 변조하여 가상-물리 메모리 주소 변환을 조작하는 공격을 탐지할 수 없다는 단점이 있다. 이를 해결하기 위해, 본 논문에서는 Snoop기반의 커널 검사 시스템을 제안한다. 이 시스템은 커널 메모리를 실시간으로 보호하기 위해 Snooper를 이용하여 모니터링 하며, 프로세스의 컨텍스트 스위칭 시마다 커널 페이지를 검사하여 주소 변환 공격 여부를 검증한다. 커널 검사 시스템은 TizenTV에서 구현되었으며, 실험결과들은 제안된 커널 검사 시스템이 커널 메모리 및 해당 페이지 테이블을 실시간으로 보호하며, 4.67%정도의 성능만 저하시킨다는 것을 보여준다.

• 한국정보통신학회논문지
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• 제12권2호
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• pp.391-400
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• 2008

최근 센서 네트워크의 발전으로 구조물 안전 시스템에 관한 관심이 증대되고 있다. 구조물 안전 감시 시스템이란 교량이나 도로 등의 구조물이 받는 진동, 외부의 충격, 하중 등의 환경 정보를 감지하는 시스템이다. 구조물 안전 감시 시스템은 이벤트를 감지 및 처리하고, 구조물의 안전 상태를 예상하는 것을 목적으로 하여 운영된다. 현재 구조물 안전 감시 시스템은 아날로그 센서를 이용하여 데이터를 수집하고, 유선망을 사용하여 분석 프로그램으로 전송하고 있다. 이러한 유선 시스템은 높은 정확성을 가지지만, 무선 시스템에 비해 초기 설치비용이 비싸고 연결이 복잡하며 연결선이 유실되는 등의 문제가 있다. 또한 센서 노드의 추가, 삭제가 어렵다. 이러한 유선 구조물 안전 감시 시스템의 문제점을 해결하기 위해 무선 센서 네트워크 기술을 적용한 구조물 안전 관리 시스템을 설계 및 구현하였다.

• 한국인터넷방송통신학회논문지
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• 제18권6호
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• pp.33-41
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• 2018

스마트 캠퍼스의 플랫폼으로 사물 인터넷에 대한 아이디어가 점점 대중화되고 있다. 인터넷에 연결하기 위해 통신 네트워크, 센서 노드 및 게이트웨이로 구성된 인프라가 필요하며 각 센서 노드는 환경에서 데이터를 수집할 수 있다. 본 논문은 스마트 캠퍼스 모니터링을 적용하기 위해 인터넷에 구성한 무선 센서 네트워크를 설명한다. 무선 센서 네트워크 모니터링은 저전력 구현 및 통합 시스템을 사용하는 완벽한 솔루션이다. 그러나 제한된 컴퓨팅 범위, 제한된 컴퓨팅 성능, 네트워크 프로토콜의 가용성 부족, 프로그래밍 보안 부족 및 기밀성, 무결성 및 가용성 분야의 보안 오류로 인해 수많은 제약이 있다. WSNM 노드를 위한 새로운 보안 기술과 기능이 개발되었다. 보안 네트워크 연구 개발 및 서비스 거부 (DOS) 및 복잡성 공격 방지를 위한 시스템을 제안하였다. 이러한 시스템이 제대로 구현되면 사전 할당을 통한 에너지 효율성 메커니즘과 안전한 루틴 알고리즘을 통해 핵심 관리 모델의 새로운 키를 제공 할 수 있다.

• Earthquakes and Structures
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• 제22권5호
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• pp.503-515
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• 2022

This paper presents the development of seismic fragility curves for a precast reinforced concrete bridge instrumented with a structural health monitoring (SHM) system. The bridge is located near an active seismic fault in the Dominican Republic (DR) and provides the only access to several local communities in the aftermath of a potential damaging earthquake; moreover, the sample bridge was designed with outdated building codes and uses structural detailing not adequate for structures in seismic regions. The bridge was instrumented with an SHM system to extract information about its state of structural integrity and estimate its seismic performance. The data obtained from the SHM system is integrated with structural models to develop a set of fragility curves to be used as a quantitative measure of the expected damage; the fragility curves provide an estimate of the probability that the structure will exceed different damage limit states as a function of an earthquake intensity measure. To obtain the fragility curves a digital twin of the bridge is developed combining a computational finite element model and the information extracted from the SHM system. The digital twin is used as a response prediction tool that minimizes modeling uncertainty, significantly improving the predicting capability of the model and the accuracy of the fragility curves. The digital twin was used to perform a nonlinear incremental dynamic analysis (IDA) with selected ground motions that are consistent with the seismic fault and site characteristics. The fragility curves show that for the maximum expected acceleration (with a 2% probability of exceedance in 50 years) the structure has a 62% probability of undergoing extensive damage. This is the first study presenting fragility curves for civil infrastructure in the DR and the proposed methodology can be extended to other structures to support disaster mitigation and post-disaster decision-making strategies.

• Computers and Concrete
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• 제31권5호
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• pp.457-468
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• 2023

Buildings, bridges, and dams are examples of civil infrastructure that play an important role in public life. These structures are prone to structural variations over time as a result of external forces that might disrupt the operation of the structures, cause structural integrity issues, and raise safety concerns for the occupants. Therefore, monitoring the state of a structure, also known as structural health monitoring (SHM), is essential. Owing to the emergence of the fourth industrial revolution, next-generation sensors, such as wireless sensors, UAVs, and video cameras, have recently been utilized to improve the quality and efficiency of building forensics. This study presents a method that uses a target-based system to estimate the dynamic displacement and its corresponding dynamic properties of structures using UAV-based video. A laboratory experiment was performed to verify the tracking technique using a shaking table to excite an SDOF specimen and comparing the results between a laser distance sensor, accelerometer, and fixed camera. Then a field test was conducted to validate the proposed framework. One target marker is placed on the specimen, and another marker is attached to the ground, which serves as a stationary reference to account for the undesired UAV movement. The results from the UAV and stationary camera displayed a root mean square (RMS) error of 2.02% for the displacement, and after post-processing the displacement data using an OMA method, the identified natural frequency and damping ratio showed significant accuracy and similarities. The findings illustrate the capabilities and reliabilities of the methodology using UAV to evaluate the dynamic properties of structures.

• 비파괴검사학회지
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• 제5권2호
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• pp.22-33
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• 1986

The application and development of on-line monitoring technology of AE to surveillance of crack propagation will contribute to the structural integrity of reactor pressure vessel and piping system. This research has been performed in order to obtain the evaluation technology for source location of AE and the analysis for the AE signal of the welded specimen. AE is detected by 4-channels AE system during pressurization in small pressure vessels. The cracking of artificial defects can be accurately located and categorized in real time. The welded specimens have more events rate and higher amplitude than the weldless less specimens, and the events rate have a peak around the yield point and just before the failure under tensile test.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2001년도 정보화시공 학술발표회
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• pp.19-27
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• 2001

Early detection of premonitory symptom of slope movement ensures tremendous saving of lives and repair costs from catastrophic disaster. Therefore, it is essential to constantly monitor the performance and integrity of both reinforced and un-reinforced cut slopes. We developed a novel monitoring system by using tension wire sensors. It's advantages are highly sensitivity, simple installation, large displacement measurement, durability of system, capability of remote sensing. Real-time measurement of slope surface movement is shown graphically and it gives a warning when the monitored value exceeds a given threshold level so that any sign of abnormal slope movement can be easily perceived.

• 대한기계학회논문집A
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• 제23권6호
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• pp.881-894
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• 1999

Cylindrical plunge grinding is widely used for final machining process of precision parts such as automobile, aircraft, measurement units. But in order to make parts which have high precision accuracy and high surface integrity, it is necessary to consider grinding characteristics due to accumulation phenomena of grinding wheel in plunge grinding process. In this study, in order to examine closely plunge grinding process, grinding power, grinding force, real depth of cut are monitored in transient state, steady state and spark out state. As the result, it is shown that grinding power and force are affected by dressing condition, depth of cut and speed ratio and that there exist threshold grinding force and it also affected by dressing condition. Also considered effects of grinding conditions on surface roughness and roundness of workpiece

• Journal of Electrical Engineering and Technology
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• 제10권4호
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• pp.1765-1772
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• 2015

The integrity of the gas insulated switchgear (GIS) is vital to the safety of an entire power grid. However, there are some limitations on the techniques of detecting and diagnosing partial discharge (PD) induced by insulation defects in GIS. This paper proposes a joint electro-chemical detection method to resolve the problems of incomplete PD data source and also investigates a new unique fault diagnosis method to enhance the reliability of data processing. By employing ultra-high frequency method for online monitoring and the chemical method for detecting SF6 decomposition offline, the acquired data can form a more complete interpretation of PD signals. By utilizing DS evidence theory, the diagnostic results with tests on the four typical defects show the validity of the new fault diagnosis system. With higher accuracy and lower computation cost, the present research provides a promising way to make a more accurate decision in practical application.

• 한국압력기기공학회 논문집
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• 제10권1호
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• pp.20-24
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• 2014

Recently, it is getting more and more important ensuring the integrity for the equipment degradation according to the increase of nuclear power plant operating period. In many equipment of the nuclear power plant, snubbers mainly installed in reactor coolant pumps, steam generators and piping protected the equipment and piping from the occurrence of transient dynamic loads such as the earthquake, thermal load during the plant operation. This report describes the function, regulation, inspection requirements and management status of the snubbers installed in domestic nuclear power plants.