• Proceedings of the Computational Structural Engineering Institute Conference
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• 2008.04a
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• pp.532-537
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• 2008

Existing management of bridge is being writing management paper at field and computing at office. These are instability factor on bridge structure because of authenticity deterioration, disutility data management. Therefore, this paper is possibility expedient and objectivity inspection considering check situation at field for solve these problem. And development software which is intelligent bridge maintenance based Ubiquitous. This software can increase authenticity of data through computerization of maintenance data and reduce of time. Also, we confirm effective and facilitate maintenance management using ubiquitous.

• Journal of the Institute of Electronics and Information Engineers
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• v.52 no.8
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• pp.49-58
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• 2015

A floating type of memristor emulator which acts like the behavior of $TiO_2$ memristor has been developed. Most of existing memristor emulators are grounded type which is built disregarding the connectivity with other memristor or other devices. The developed memristor emulator is a floating type whose output does not need to be grounded. Therefore, the emulator is able to be connected with other devices and be utilized for the interoperability test with various other circuits. To prove the floating function of the proposed memristor emulator, a Wheatstone bridge is built by connecting 4 memristor emulators in series and parallel. Also this bridge circuit suggest that it is possible to weight calculation of the neural network synapse.

• Proceedings of the Korea Information Processing Society Conference
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• 2016.04a
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• pp.51-54
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• 2016

NTB는 transparent bridge와 공통적으로 독립적인 PCI bus(PCI 또는 PCI Express bus)에 대해서 데이터 전송 경로(path)를 제공한다는 점에서 기능적으로 유사하다. 그러나, NTB와 transparent bridge 간의 가장 큰 차이점은 NTB가 사용될 경우에 bridge의 하향부분(downstream side)에 위치한 장치들은 상향부분(upstream side)에서는 보이지 않는다는 점이다. 이는 bridge의 하향부분(downstream side)에 위치한 인텔리전트(intelligent)한 제어기(예를들면 CPU를 포함하는 컴퓨터)가 자신의 downstream side에 위치하는 서브시스템 내 각종 장치들을 독립적으로 관리할 수 있다는 점이다. NTB는 또한 첫 번째 호스트(primary host)의 PCI bus로 구성된 서브시스템(subsystem) 계층구조(hierarchy)에 두 번째 호스트(secondary host)를 연결하는 데 사용될 수 있다. 이는 두 시스템간 통신을 가능하도록 하는 반면, 두 시스템을 서로 격리시키는 효과도 발생한다. 즉, NTB는 일반적으로 도어벨(doorbell)을 통해서 bridge의 다른 편에 위치한 장치에 대해서 인터럽트를 보낼 수 있으며, 또한, scratchpad 레지스터를 보유하고 있어 bridge의 양측에서 데이터를 상호 공유함으로써 interprocessor communication 할 수 있다.

• Structural Engineering and Mechanics
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• v.90 no.4
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• pp.417-428
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• 2024

Nanocomposite-reinforced concrete systems have gained increasing attention in bridge construction due to their enhanced mechanical properties and durability. Understanding the transient dynamics of these advanced materials is crucial for ensuring the structural integrity and performance of bridge infrastructure under dynamic loading conditions. This paper presents a comprehensive study of the measurement techniques employed for assessing the transient dynamics of nanocompositereinforced concrete systems in bridge construction applications. A numerical method, including modal analysis are discussed in detail, highlighting their advantages, limitations, and applications. Additionally, recent advancements in sensor technologies, data acquisition systems, and signal processing techniques for capturing and analyzing transient responses are explored. The paper also addresses challenges and opportunities in the measurement of transient dynamics, such as the characterization of nanocomposite-reinforced concrete materials, the development of accurate numerical models, and the integration of advanced sensing technologies into bridge monitoring systems. Through a critical review of existing literature and case studies, this paper aims to provide insights into best practices and future directions for the measurement of transient dynamics in nanocompositereinforced concrete systems, ultimately contributing to the design, construction, and maintenance of resilient and sustainable bridge infrastructure.

• Journal of the Korean Institute of Intelligent Systems
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• v.11 no.9
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• pp.807-810
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• 2001

Election Weighting Machine is used an electronic scale which has many trouble because of broken load cells. In this paper, we propose an Intelligent Diagnosis System will for an electronic weighting machine using fuzzy logic. It s purpose be detect of the load cell s trouble. The electronic circuit of system, which call junction box , will be connected resistance in a series at circuit of Wheatstone Bridge for monitoring the condition of load cells.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.33 no.5
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• pp.2107-2124
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• 2013

The inspections that are being done on current bridges in our country are made to go through a process of being recorded on the management system and then converted by the computer. This has deteriorated the credibility of manual-analog types of data, inefficient care of information, and produced potential problems of the structures of bridges through subjective evaluations. In order to solve these troubles, this research has aimed at effectiveness, management, and convenience so that the inspector at the actual scene of the bridge structures will be able to achieve the primary purpose of infrastructure safety through precise supervision. To assist this, this study has suggested a state of the art IT intellectual management system that has applied RFID. This system has been designed to decrease the inspecting time on the actual scene, which will provide more time for efficient inspection and by using the converted DB, managing and utilizing high quality data will come naturally and through the objective evaluation, it will be possible to make exact judgments of the structures of the bridge. Also, regardless of the location, it has been found that the work performance was excellent through highly effective management.

• The Journal of The Korea Institute of Intelligent Transport Systems
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• v.19 no.1
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• pp.83-93
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• 2020

The time delay is used as a major indicator of the level of traffic congestion on traffic crossroads. For this purpose, the Daechi Station intersection where traffic congestion occurs and the Yeongdong 5 Bridge intersection where the traffic condition is relatively good, and the average lag time based on the field survey with the lag time calculated various simulation programs. comparison of the average control delay of the field survey data the signal intersection analysis model the KHCS Dechi intersection 7.7 second / vehicle Young dong 5 bridge intersection 7.9 second / vehiclehe VISSIM showed a difference Dechi intersection 21.1 second / vehicle and Young dong 5 bridge intersection 8.1 second / vehiclehe T7F showed a difference Dechi intersection 3.3 second / vehicle and Young dong 5 bridge intersection 9.3 second / vehicle. Analyzing the same intersection proved that the results differed from one simulation model to another.

• The Journal of Korea Institute of Information, Electronics, and Communication Technology
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• v.10 no.6
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• pp.529-534
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• 2017

In this paper, the implementation of proposed Automatic Load Balanced (ALB) PWM generation method is discussed. The conventional PWM generation method for cascade type H-bridge PWM converter causes the unbalance between each H-bridge converter, therefore the complex redundancy is required for the balancing of switching load of each converter, it consumes more computing power of controller. The ALB PWM method needs no additional switching redundancy for balancing, this paper discusses the implementation of ALB-PWM.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2009.04a
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• pp.471-474
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• 2009

현대 사회는 유비쿼터스와 함께 Intelligent Bridge와 녹색 뉴딜개념의 Energy Birdge 같은 신개념의 교량연구에 주력하고 있다. 따라서 교량 안전관리는 무선 센서노드로 데이터를 송신하고 있으나 센서 전력에 수명제한 베터리와 기후제한 태양열로 공급 문제가 있다. 이에 본 논문에서는 외력에 의해 bending vibration이 일어나면서 판 양면에 양 음의 전하가 띄어 전압, 전류가 발생하는 압전소자를 이용 하였다. 이 압전소자에 발생하는 정현파로 인한 축전 문제와 발전된 전력이 다른 압전소자에게 흘러 전력생산량의 감소 문제는 Bridge Diode를 사용한 R-C회로도를 구성하여 보완하였다. 이 설계를 통하여 차량 하중(외력)의 크기에 변수를 두어 전압발생 차이를 측정하고 일정시간 외력 통해 Capacitor 축전된 양을 검토하였다.

• Structural Monitoring and Maintenance
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• v.10 no.4
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• pp.339-360
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• 2023

In this paper, to assess the performance of a multi-span simply supported RC bridge, the dynamic characteristics of the bridge were measured and determined by structural health monitoring and resilient assessment via operational modal analysis as well as FE modeling. Supporting finite element (FE) models were created and analyzed according to the design drawings. This study used 2D plane monitoring of locations of hole in the infill wall and used 3D health monitoring and resilient assessment. From the results of 3Dsymmetric frame, if the frame is unsymmetrical, the used model can lead to the reduction in the internal forces. The recommendations from this study is from some discrepancies observed between 2D and 3D models, if possible 3D model should be used in analyzing the real frames.