• Title/Summary/Keyword: Displacement measuring system

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A Study on the Stimulus Reaction of PBDG (Poly-$\gamma$-Benzyl D-Glutamine의 자격반응에 관한 연구)

  • Chang, Hun;Lee, Kyung-Sup
    • Proceedings of the KIEE Conference
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    • 2001.07c
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    • pp.1530-1532
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    • 2001
  • The displacement current measuring system used for detecting the dynamic behavior of monolayers at the air-water interface is described. It basically consists of a film balance, a pair of electrodes connected to each other through a sensitive ammeter. Here, one electrode is suspended in air and the other electrode is placed in the water. With Maxwell-displacement-current-measuring method, the phase transitons of Poly-$\gamma$-benzyl p-glutamate (PBDG) on a water surface were detected. Measured surface pressure, displacement current and dipole moment of monolayers of PBDG on the water surface. Also, we measured that compression velocity(30, 40, 50[mm/min]) when the sample spread volume was about 400[ul]. From the result, it is known that current is generated in the range of high surface pressures as compression velocity become faster.

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Obervation of Langmuir Films Using Displacement Current Method and BAM (Brewster-Angle Microscope) (변위전류법과 BAM(BREWSTER-ANGLE MICROSCOPE)를 이용한 LANGMUIR막의 관찰)

  • Song, Kyung-Ho;Park, Tae-Gone;Park, Keun-Ho
    • Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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    • 2001.05a
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    • pp.38-42
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    • 2001
  • To observe the Langmuir films, displacement current measuring system(Nippon Laser & Electronics), $\pi-A$ isotherms measuring device, and Brewster Angle Microscope(BAM) were used. As results, for 8A5H, big tilt angle changes of many molecules were detected before liquid expanded phase when the monolayer was compressed and expanded by barrier. Also many small and bright points were detected by BAM when the displacement current radically changed. In $\pi$-A isotherms, surface pressure of 8A5H was radically decreased between 35 and 40[mN/m] and monolayer was assumed to be collapsed in solid condensed phase, since large bright domain was observed without change of displacement current and this bright boundary was not classified part of domain in BAM image. If we observe behaviors of molecules on the water surface in these three measurement at the same time, we can get more precise informations on L films and it could be good data for fabricating LB films.

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Multiplexed Bend Loss Type Single-Mode Fiber-Optic Displacement Sensor Using Reflection Signals Generated at Optical Connectors (광커넥터의 반사를 이용한 다중화된 굽힘 손실형 단일모드 광섬유 변위센서)

  • Yoo Jung-Ae;Jo Jae Heung;Kwon Il-Bum
    • Korean Journal of Optics and Photonics
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    • v.15 no.5
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    • pp.415-422
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    • 2004
  • We propose and present a new multiplexed bend loss type single-mode fiber-optic sensor system for displacement measurement in order to measure the displacement of several mm of civil engineering structures such as bridges and buildings. We make a bend loss type fiber-optic sensor for measuring displacements using the signal difference between two reflection signals due to various bend losses generating at a pair of optical connectors by using the optical time domain reflectometer. And we fabricate a multiplexed bend loss type fiber-optic sensor detecting linear displacements of 4 measuring positions of an object by setting these new 4 fiber-optic sensors on a single mode fiber simultaneously. We find that the multiplexed fiber-optics displacement sensor has linearity of 0.9942, maximum displacement of 6 mm, and accuracy of 6% for 4 measuring points.

Test bed for autonomous controlled space robot (우주로봇 자율제어 테스트 베드)

  • 최종현;백윤수;박종오
    • 제어로봇시스템학회:학술대회논문집
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    • 1997.10a
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    • pp.1828-1831
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    • 1997
  • this paper, to represent the robot motion approximately in space, delas with algorithm for position recognition of space robot, target and obstacle with vision system in 2-D. And also there are algorithms for precise distance-measuring and calibration usign laser displacement system, and for trajectory selection for optimizing moving to object, and for robot locomtion with air-thrust valve. And the software synthesizing of these algorithms hleps operator to realize the situation certainly and perform the job without any difficulty.

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Predicting the lateral displacement of tall buildings using an LSTM-based deep learning approach

  • Bubryur Kim;K.R. Sri Preethaa;Zengshun Chen;Yuvaraj Natarajan;Gitanjali Wadhwa;Hong Min Lee
    • Wind and Structures
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    • v.36 no.6
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    • pp.379-392
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    • 2023
  • Structural health monitoring is used to ensure the well-being of civil structures by detecting damage and estimating deterioration. Wind flow applies external loads to high-rise buildings, with the horizontal force component of the wind causing structural displacements in high-rise buildings. This study proposes a deep learning-based predictive model for measuring lateral displacement response in high-rise buildings. The proposed long short-term memory model functions as a sequence generator to generate displacements on building floors depending on the displacement statistics collected on the top floor. The model was trained with wind-induced displacement data for the top floor of a high-rise building as input. The outcomes demonstrate that the model can forecast wind-induced displacement on the remaining floors of a building. Further, displacement was predicted for each floor of the high-rise buildings at wind flow angles of 0° and 45°. The proposed model accurately predicted a high-rise building model's story drift and lateral displacement. The outcomes of this proposed work are anticipated to serve as a guide for assessing the overall lateral displacement of high-rise buildings.

A Study of the Optimal Displacement Analysis Algorithm for Retaining Wall Displacement Measurement System Based on 2D LiDAR Sensor (2D LiDAR 센서 기반 흙막이 벽체 변위 계측 시스템의 최적 변위 분석 알고리즘 연구)

  • Kim, Jun-Sang;Lee, Gil-yong;Yoou, Geon hee;Kim, Young Suk
    • Korean Journal of Construction Engineering and Management
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    • v.24 no.2
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    • pp.70-78
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    • 2023
  • Inclinometer has several problems of 1)difficulty installing inclinometer casing, 2) measuring 2D local lateral displacement of retaining wall, 3) measurement by manpower. To solve such problems, a 2D LiDAR sensor-based retaining wall displacement measurement system was developed in previous studies. The purpose of this study is to select a displacement analysis algorithm to be applied in the retaining wall displacement measurement system. As a result of the displacement analysis algorithm selection, the M3C2 (Multiple Model to Model Cloud Comparison) algorithm with a displacement estimation error of 2mm was selected as the displacement analysis algorithm. If the M3C2 algorithm is applied in the system and the reliability of the displacement analysis result is secured through several field experiments. Convenient management of the displacement for the retaining wall is possible in comparison with the current measurement management.

Development for Life Assessment System for Pipes of Thermal Power Plants

  • Hyun, Jung-Seob;Heo, Jae-Sil;Kim, Doo-Young;Park, Min-Gyu
    • KEPCO Journal on Electric Power and Energy
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    • v.2 no.4
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    • pp.583-588
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    • 2016
  • The high-temperature steam pipes of thermal power plants are subjected to severe conditions such as creep and fatigue due to the power plant frequently being started up and shut down. To prevent critical pipes from serious damage and possible failure, inspection methods such as computational analysis and online piping displacement monitoring have been developed. However, these methods are limited in that they cannot determine the life consumption rate of a critical pipe precisely. Therefore, we set out to develop a life assessment system, based on a three-dimensional piping displacement monitoring system, which is capable of evaluating the life consumption rate of a critical pipe. This system was installed at the "M" thermal power plant in Malaysia, and was shown to operate well in practice. The results of this study are expected to contribute to the increase safety of piping systems by minimizing stress and extending the actual life of critical piping.

Design and Analysis of Displacement/Length Measuring System Using Laser Interferometry (광간섭법을 이용한 변위/길이 측정시스템의 설계 및 해석)

  • Kim, J.S.;Kim, S.C.;Chung, S.C.
    • Journal of the Korean Society for Precision Engineering
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    • v.14 no.10
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    • pp.151-156
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    • 1997
  • A laser measurement system, a modified Michelson interferometer, which can accurately measure high speed length and displacement of servomechanisms by detecting a phase shift in the measurement beam using an optical interference was developed. A frequency stabilized laser source and a 20 fold frequency interpolation and digitizing circuit were applied to the system. The refra- ctive index of the ambient air was calibrated through the Edlens formula. The system achieved a resolution of /40, 16nm, a maximum allow-able measurement speed of 600nm/sec, and a length measure- ment range of 1500 mm. Performance of the system was evaluated on the machining center in short and long length measurements.

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Displacement Measuring Lab. Test of Reinforced-Soil Retaining Wall Block using 3D Digital Photogrammetry Image (수치사진영상을 이용한 보강토옹벽블록의 변위계측 실내시험)

  • Han, Jung-Geun;Jeong, Young-Woong;Hong, Ki-Kwon;Cho, Sam-Deok;Kim, Young-Seok;Bae, Sang-Ho
    • Journal of the Korean Geosynthetics Society
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    • v.5 no.3
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    • pp.45-52
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    • 2006
  • The collapsed cases are more and more increasing at the large scaled structures because of increasing of the risk due to natural disasters. The measuring instrument such as inclinometer, total station on reinforced-soil retaining wall has been used that displacement, settlement for stability assessment, maintenance and management of it. But because these has gotten many instability measuring factors for stability analysis of RRW, new system needs to complement disadvantage of existing system. In this study, we considered a application of Visual Monitoring System (VMS) to measure a displacement in face of wall through Lab. test about block assembly of segmental retaining wall during load test.

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Monitoring-Evaluation System for Lifting Heavy Structures using 3D Location Data (3차원 위치좌표를 이용한 대형 구조물 양중을 위한 계측 - 평가 시스템)

  • Lee, Myung Ho;Chun, Sung Chul;Oh, Bohwan
    • Journal of Korean Society of Steel Construction
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    • v.21 no.4
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    • pp.413-420
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    • 2009
  • Heavy structures such as large roof structures and superbeams were lifted using hydraulic jacks. Moreover, member verticality and horizontality checks were performed at every construction stage to monitor the measuring tapes for their structural safety, using CCTV. When the relative displacement exceeded the predetermined limit, the hydraulic systems were terminated. After adjusting the relative displacement manually, lifting was resumed. The accuracy of the relative displacement was found not to be reliable, however, due to eye check using CCTV, and it took a long time due to manual adjustment. Moreover, real-time monitoring was impossible. To address these problems, the monitoring-evaluation system for the stable lifting of heavy structures was proposed, using the total station of the automatic-target-recognition type, laser-distance-measuring devices, a data logger, a strain gauge, and others. After developing a program for the operation of the system and for the acquisition of data, a mock-up test was conducted in a large-scale structural laboratory to evaluate the accuracy and applicability of the system. The stable acquisition and applicability of data was confirmed in the test.