• Title/Summary/Keyword: half-linear

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비 격리교량의 연성도를 목표로 하는 지진격리교량의 응답수정계수

  • 고현무
    • Proceedings of the Earthquake Engineering Society of Korea Conference
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    • 2000.10a
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    • pp.432-439
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    • 2000
  • According as ground acceleration becomes to exceed gravity acceleration recently, design is impossible or economical efficiency is poor in existing seismic design method. So increase of seismic isolated bridges is currently in progress. However, because base isolation design method is developed in high seismic regions. it may not be compatible in Korea. Therefore, this research has objective to evaluate ductility of pier and response modification factor according to the ductility of pier in seismic isolated bridges and to adapt to seismic characteristics in Korea. For this purpose, nonlinear analysis is accomplished with so many time histories derived from spectral density function compatible with response spectrum described in the design code and base isolation system modeled linear system, bi-linear system, and friction system. Through application of the proposed method, we had result that it may be compatible that response modification factor for the seismic isolated bridges is smaller than half of that for the conventional bridges when natural period of structures exceeds proper level.

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NUMERICAL ANALYSIS OF WAVE FORCES USING BOUNDARY ELEMENT METHOD (경계요소법을 이용한 파역의 수치해석)

  • 김성덕;이상배
    • Water for future
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    • v.20 no.4
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    • pp.249-256
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    • 1987
  • Wave forces on fixed two-dimensional objects submerged in water of finite depth were analysed by Boundary Element Method using linear elements.It is assumed that the wave forces may be described by linear theory and that incident wave direction is normal to the objects of infinite length. In this paper, wave forces on a bottom-seated half cross section pipeline, a circular pipeline, a submerged pipeline and submerged breakwater of arbitrary shape were studied. The accuracy of the computational scheme is investigated by comparing the numerical results with the existing laboratory results and analytical solutions of other researchers.

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Thermoelastic Finite Element Analysis of Double horizontal Subsurface Cracks Due to Sliding Surface Traction (마찰열을 고려한 미끄럼 접촉시 내부 복수 수평균열 전파해석)

  • 이진영;김석삼;채영훈
    • Tribology and Lubricants
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    • v.18 no.3
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    • pp.219-227
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    • 2002
  • A linear elastic fracture mechanics analysis of double subsurface cracks propagation in a half-space subjected to moving thermomechanical surface traction was performed using the finite element method. The effect of frictional heat at the sliding surface on the crack growth behavior is analyzed in terms of the thermal load and peclet number. The crack propagation direction is predicted in light of the magnitudes of the maximum shear and tensile stress intensity factor ranges. When moving thermomechanical surface traction exists, subsurface horizontal cracks are propagation in-plane crack growth rate at the beginning but they are propagation out-of-plane crack growth rate by the frictional heat which is occurrence by the repeated sliding contact.

The effects of twist-induced circular birefringence on the polarization properties of fiber lasers (광섬유 레이저의 편광 특성들에 미치는 뒤틀림(twist)에 의해 유도되는 원 복굴절의 효과)

  • 김호영;김병윤
    • Korean Journal of Optics and Photonics
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    • v.8 no.2
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    • pp.128-133
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    • 1997
  • The effects of twist induced birefringence on the polarization properties of Er and Nd fiber laser with a linear type cavity were experimentally observed and theoretically analyzed. As the twist rate increases, the polarization states of the polarization eigenmodes are found to be always linear, and their frequencies gradually coincide with each other, and their polarization directions rotate at about half of twist rate at large twist rates.

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Analysis and Design Using LMI Condition for C (sI-A)^{-1} to Be Minimum Phase (C(sI-A)-1B가 최소위상이 될 LMI 조건을 이용한 해석과 설계)

  • Lee Jae-Kwan;Choi Han Ho
    • Journal of Institute of Control, Robotics and Systems
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    • v.11 no.11
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    • pp.895-900
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    • 2005
  • We derive a linear matrix inequality(LMI) condition guaranteeing that any invariant zeros of a triple (A, B, C) lie in the open left half plane of the complex plane, i.e. $C(sI-A)^{-1}B$ is minimum phase. The LMI condition is equivalent to a certain constrained Lyapunov matrix equation which can be found in many results relating to stability analysis or control design. We show that the LMI condition can be used to simplify various control engineering problems such as a dynamic output feedback control problem, a variable structure static output feedback control problem, and a nonlinear system observer design problem. Finally, we give some numerical examples.

Nonlinear Time-Domain Analysis of Underground Subway Structure Subjected to Seismic Loadings (지진하중에 대한 지하철구조물의 비선형 시간영역해석)

  • 김재민;이중건
    • Proceedings of the Earthquake Engineering Society of Korea Conference
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    • 2001.09a
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    • pp.163-170
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    • 2001
  • This paper presents results of nonlinear analyses for underground structures including both the soil-structure interaction and nonlinear behavior of concrete material. For this purpose, a hybrid method is employed, in which a dynamic analysis technique for a linear soil-structure interaction system and a general purpose FE program are combined in hybrid and practical manners. A couple of nonlinear analyses are carried out for framed structures in multi-layered half space soil medium. The yielding of concrete structure is considered by a multi-linear stress- strain relationship. The numerical results suggest that ductile design fur the intermediate columns in the underground framed structure is substantially important in aseismic design.

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Linear Analysis of the Critical Speed for an Urban Railway Vehicle according to the Change of Suspension Characteristics (현가특성 변화에 따른 도시형 전동차의 임계속도 선형해석)

  • Park, Joon-Hyuk;Hur, Hyun-Moo;You, Won-Hee
    • Proceedings of the KSR Conference
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    • 2007.11a
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    • pp.251-257
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    • 2007
  • This paper describes the variation of the critical speed of an urban railway vehicle according to the change of suspension characteristics. Suspensions of a railway vehicle are composed of primary and secondary suspensions. Generally, main focus of the stability analysis has been the primary suspension. However, secondary suspension has large effects on the stability as well as the ride quality of a vehicle. In this paper, stability of an urban railway vehicle is discussed in relation to the variation of characteristics of both primary and secondary suspension. For this, modal analysis is carried out using a linear dynamic model of a half vehicle and a polynomial fit for Kalker's creep coefficients. Stability along with change of the effective conicity of a wheel is also investigated.

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The Novel OverDriving Technology with Optimum Look-Up-Table

  • Huang, Ming-Wei;Huang, Juin-Ying;Tseng, Wen-Tse;Yu, Hong-Tien
    • 한국정보디스플레이학회:학술대회논문집
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    • 2005.07a
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    • pp.276-279
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    • 2005
  • The proposed Novel OverDriving Technology with Optimum Look-up-Table(LUT)is suggested to be a better solution to reducing the occurrence of overshooting caused by the traditional overdriving method implemented to normally liquid crystal (VA mode). Chunghwa Picture Tubes, LTD. (CPT) has successfully implement this tech into 20 inch TFTLCD TV module at the present day. The proposed technology can speed up gray-to-gray response time of LCD less than one half of frame time. On the side, Optimum LUT construction apply the compression scheme to record total actual grayscale transfer characteristics instead of applying the normal spread method such as linear / non-linear interpolation. The memory space is been reduced and the distortion of the image quality is lesser.

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A New Reflection coefficient-Estimation Algorithm for Linear Prediction (선형 예측을 위한 새로운 반사계열 추정 알고리즘)

  • 조기원;김수중
    • Journal of the Korean Institute of Telematics and Electronics
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    • v.19 no.4
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    • pp.1-5
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    • 1982
  • A new algorithm, based upon a lattice formulation, is presented for linear prediction. The output of the algorithm is the reflection coefficients that guarantee the stability of the all-pole model. The equations are derived that compute the covariance of the residuals recursively at each prediction stage, and in processing of computing that eqations, the reflection coefficients are estimated without computing the predictor coefficients. Comparing with covariance-lattice method, it can be said that the new algorithm reduce the number of computations to about half and is more efficient for fitting of the high-order model.

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Thermoelastic Finite Element Analysis of Multiple horizontal Subsurface Cracks Due to Sliding Surface Traction (마찰열을 고려한 미끄럼 접촉시 내부 복수 수평균열 전파해석)

  • 이진영;김석삼
    • Proceedings of the Korean Society of Tribologists and Lubrication Engineers Conference
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    • 2000.11a
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    • pp.50-58
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    • 2000
  • A linear elastic fracture mechanics analysis of multiful subsurface cracks propagation in a half-space subjected to moving thermomechanical surface traction was peformed using the finite element method. The effect of frictional heat at the sliding surface on the crack growth behavior is analyzed in terms of the thermal load and peclet number. The crack propagation direction is predicted in light of the magnitudes of the maximum shear and tensile stress intensity factor ranges. When moving thermomechanical surface traction exists, subsurface horizontal cracks are propagation in-plane crack growth rate at the beginning but they are propagation out-of-plane crack growth rate by the frictional heat which is occurrence by the repeated sliding contact.

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