• Title/Summary/Keyword: 초기 변위

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Feedback Analysis Technique for Tunnel Safety by Using Displacements Measured during the Tunnel Excavation (터널굴착변위를 활용한 시공중 피드백 해석기법 연구)

  • Park, Si-Hyun;Shin, Young-Suk
    • Journal of the Korean Geotechnical Society
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    • v.24 no.1
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    • pp.81-89
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    • 2008
  • The purpose of this study is to develop a new technique to quickly assess the quantitative stability of a tunnel by using measured displacement at the tunnel construction site. To achieve this purpose, in this study, a critical strain concept was introduced for the first time and applied to an assessment of a tunnel under construction. The new technique calculates numerically the strains of the surrounding ground by using displacements measured during tunnel excavation. The techniques considering the relative displacement, shotcrete, and anisotropic characteristics of ground were newly introduced after reinvestigating the existing analysis technique. In addition, an analysis module was developed based on the proposed analysis technique in this study, and the applicability of the developed module was verified. To verify the module, first of all, the calculated excavation displacements of a cylindrical tunnel by analytic method and commercial programs (Pentagon-3D, Flac-2D) were compared for the confirmation of applicability of commercial programs. Then, the calculated excavation displacements under the same initial condition, both with and without a shotcrete lining, by two commercial programs were compared. finally, we assess the load condition and material properties of in-situ ground by inputting tunnel excavation displacement, which was calculated by a commercial program, into the developed analysis module (FAST-Ver. 1.2, feedback Analysis System for Tunneling), and checked whether the assessed results conform to the originally assumed values.

A Finite Difference Model for Tsunami Propagation (지진해일 전파 모의를 위한 유한차분모형)

  • Ahn, Seong-Ho;Ha, Tae-Min;Cho, Yong-Sik
    • 한국방재학회:학술대회논문집
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    • 2010.02a
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    • pp.107.2-107.2
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    • 2010
  • 본 연구에서는 지진해일의 전파 과정을 모의함에 있어 선형 천수방정식의 수치분산을 이용하는 기법이 아닌 선형 Boussinesq 방정식을 직접 차분하는 유한차분기법을 제안하였다. 기법의 정확성을 검증하기 위하여 Gauss 분포의 초기 자유수면변위를 갖는 문제에 착용하여 선형 Boussinesq 방정식의 해석해와 비교하였다. 그 결과 기존의 선형 천수방정식을 차분화한 수치모형에 비하여 정확한 결과를 제공하였고 분산보정기법을 이용한 수치모형과 동일한 정확도를 보였으나 본 수치모형을 이용했을 때 계산 효율이 개선되었다.

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Nonlinear Analysis of Dynamics of Beams with Special Boundary Conditions (특이 경계 조건을 갖는 보의 동적 비선형 해석)

  • 김정운;권영두
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.15 no.3
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    • pp.799-808
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    • 1991
  • 본 연구에서는 연속체 역학의 에너지 원리에서 출발하여, 동적 비선형 해석을 위한 유한요소 식들을 유도하고, 이를 이용하여 특이 경계조건을 갖는 고체의 대변위 동적 선형 현상과 비선형 현상에 관하여 연구하고자 한다.

Dynamics Oscillations in Suspension Bridges to Initial Conditions (현수교 다리에서의 초기치 문제에 대한 역학적 운동)

  • Hye-Young Oh
    • Journal of the Korea Computer Industry Society
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    • v.3 no.5
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    • pp.569-574
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    • 2002
  • We model the torsional oscillation of a suspension bridge, which is the forced sine-Cordon equation on a bounded domain. We use finite difference method to solve nonlinear partial differential equation numerically. The partial differential equation has multiple periodic solutions. Whether the span oscillates with small or large amplitude depends oかy on its initial displacement and velocity. Moreover, we observe that the qualitative properties are consistent with the behavior observed at the Tacoma Narrows Bridge on the day of its collapse.

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Giant Magellan Telescope Fast Steering Mirror Prototype의 반사경 Cell 초기설계 및 해석

  • Park, Gwi-Jong;Kim, Yeong-Su;Jo, Myeong-Gyu;Kim, Ho-Sang;Go, Ju-Heon;Jang, Jeong-Gyun;Park, Byeong-Gon;Gyeong, Jae-Man;Cheon, Mu-Yeong
    • Bulletin of the Korean Space Science Society
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    • 2011.04a
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    • pp.30.3-30.3
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    • 2011
  • 한국천문연구원은 Giant Magellan Telescope Fast Steering Mirror prototype을 개발 중이고, 반사경 제작과 tip-tilt 시스템 제작을 목표로 하고 있다. 반사경은 직경이 1.06m, 두께가 약 140mm, 질량이 약 100kg인 meniscus 타입인 비축 비구면 반사경이다. Tip-tilt 시스템은 바람에 의한 반사경의 진동과 망원경의 tracking jitter를 보정하기 위한 장치로써 tip-tilt 각도가 ${\pm}20"$ 범위 내에서 약 30Hz로 작동하는 시스템이다. 반사경 cell은 반사경 뒷면에 조립되어 반사경 cell 내부에 주입되는 진공과 함께 반사경의 무게를 지지하고, tip-tilt 시스템을 작동시키는 액츄에이터가 장착되는 base structure 역할을 한다. 이 논문에서는 반사경 cell의 초기설계와 반사경 cell에 발생할 수 있는 하중 조건에 따른 응력과 변위, 반사경 cell의 두께에 따른 고유진동수를 해석한 결과들에 대해 논한다.

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Free Vibrations of Ocean Cables under Currents (조류력을 받는 해양케이블의 자유진동해석)

  • 김문영;김남일;윤종윤
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.11 no.4
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    • pp.231-237
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    • 1999
  • A geometric non-linear finite element formulation of spatial ocean cable under currents is presented using multiple noded curved cable elements. Tangent stiffness and mass matrices for the isoparametric cable ele¬ment are derived and the initial equilibrium state of ocean cable subjected to self-weights, buoyancy, and current as well as support motions is determined using the load incremental method. Free vibration analysis of ocean cables is performed based on the initial equilibrium configuration. Numerical examples are presented and discussed in order to demonstrate the feasibility of the present finite element method and investigate dynamic characteristics of ocean cables.

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A Study on Design Method of Developed Shape for Pressure Vessel Segment Heads (압력 용기 분할 경관의 초기 평판 형상 설계 기법 연구)

  • Kwon, I.K.;Park, Y.K.
    • Proceedings of the Korean Society for Technology of Plasticity Conference
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    • 2008.05a
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    • pp.349-352
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    • 2008
  • In this study, a design method of developed shape for double-curved pressure vessel segment heads was proposed in consideration of in-plane strain induced by forming works. In order to obtain the developed shape of double-curved plate, at first, the segments are subdivided into elements and then they are stacked into a series of strips producing the outline of the approximately developed shape. The developed shape was determined by imposing the in-plane displacement obtained from forming analysis and regression analysis on the outline of the approximately developed shape. The validation of the proposed design method was verified by applying it to the actual products.

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A development of the surface roughness model in face milling operation (정면밀링 가공에서 표면조도 모델 개발)

  • Baek, Dae-Kyun;Ko, Tae-Jo;Kim, Hee-Sool
    • Journal of the Korean Society for Precision Engineering
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    • v.12 no.12
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    • pp.149-156
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    • 1995
  • This paper presents the surface profile of machined workpiece in face milling operation. The roughness model of feed direction is considered the cutting condition, the profile and run-out of inserts. For the dynamic model the cutting system can be modeled as avibratory system. The dynamic model of surface roughness is considered the relative displacements between tool and work- piece which can be obtained from the cutting system. These model can predict various surface roughnesses. i.e. maximum and arithmetic mean surface ruughnesses. Therefore, the developed model can be used for the monitoring of surface roughness.

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Deformation Measurements of Dam using Terrestrial Laser Scanner (지상레이저스캐너를 이용한 댐의 변위관측)

  • Park, Sae-Hoon;Choi, Duk-Hwa;Han, Dong-Yeob
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.27 no.1
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    • pp.645-655
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    • 2009
  • Deformations of the dam have been monitored by control points buried in the upper and lower dam of Samrangjin pumped storage power plant. The horizontal and vertical deformation observations performed in 1997, 2002, 2007 are to identity movements of the dam body by comparing and analyzing control points. For that reason, it was difficult to analyze movements of the dam in detail. Therefore, this research has observed surface of the dam using terrestrial laser scanner and estimate movements of the dam by comparing and analyzing scanned and designed surfaces of the dam since building completion. Vertical deformation of upper dam took place in the middle of ridge of dam, maximum cross section, up to 1.5m. In the middle and middle bottom of the downstream slope, vertical deformation was produced 0.75m around SP4-2 point and 0.5m around SP4-4 point. The maximum subsidence of vertical deformation in the lower dam took place in the middle of ridge of dam and upper part of upstream slope and subsidence was analyzed from -0.4 to -1.0m respectively. The result of this research can be used as initial observation to analyze whole movement of the dam in the future.

Multi-view Video Coding using View Interpolation (영상 보간을 이용한 다시점 비디오 부호화 방법)

  • Lee, Cheon;Oh, Kwan-Jung;Ho, Yo-Sung
    • Journal of Broadcast Engineering
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    • v.12 no.2
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    • pp.128-136
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    • 2007
  • Since the multi-view video is a set of video sequences captured by multiple array cameras for the same three-dimensional scene, it can provide multiple viewpoint images using geometrical manipulation and intermediate view generation. Although multi-view video allows us to experience more realistic feeling with a wide range of images, the amount of data to be processed increases in proportion to the number of cameras. Therefore, we need to develop efficient coding methods. One of the possible approaches to multi-view video coding is to generate an intermediate image using view interpolation method and to use the interpolated image as an additional reference frame. The previous view interpolation method for multi-view video coding employs fixed size block matching over the pre-determined disparity search range. However, if the disparity search range is not proper, disparity error may occur. In this paper, we propose an efficient view interpolation method using initial disparity estimation, variable block-based estimation, and pixel-level estimation using adjusted search ranges. In addition, we propose a multi-view video coding method based on H.264/AVC to exploit the intermediate image. Intermediate images have been improved about $1{\sim}4dB$ using the proposed method compared to the previous view interpolation method, and the coding efficiency have been improved about 0.5 dB compared to the reference model.