• 제목/요약/키워드: Column free

검색결과 481건 처리시간 0.027초

비선형 영역에서의 재료감쇠비 측정을 위한 주파수-위상각법 (Frequency-Phase Method to Measure Material Damping in a Nonlinear Range)

  • 우규석;조성호
    • 한국지반공학회:학술대회논문집
    • /
    • 한국지반공학회 2001년도 봄 학술발표회 논문집
    • /
    • pp.533-540
    • /
    • 2001
  • Material damping is an important parameter to evaluate the site response by a dynamic loading. Currently the material damping of the subgrade is mainly determined by a resonant column testing. Typical methods to evaluate material damping include half-power bandwidth method and free-vibration decay method. In the large strain range, the half-power bandwidth method gives an erratic damping factor, because the method is based on the assumption of the linear behavior of a specimen. The free-vibration decay method has also limitations in that the damping factors vary with the range of cycles in calculation, and also in that the specific shear strain can not be designated for the free vibration. In this study, the frequency-phase method, which was developed to evaluate material damping of a beam simply supported, is introduced to evaluate the material damping by the resonant column testing. Also, the comparison among half-power method, free-vibration decay method and the frequency-phase method is provided for a remolded sand.

  • PDF

상단에 집중질량을 갖는 유체에 잠긴 기둥의 자유진동 특성 (Free Vibration Characteristics of Columns Immersed in Fluid with a Concentrated Mass at the Top)

  • 오상진
    • 한국농공학회지
    • /
    • 제42권1호
    • /
    • pp.105-112
    • /
    • 2000
  • This paper deals with the free vibrations of columns immersed in fluid. The column model is based on the classical Bernoulli-euler theory which neblects the effects of rotatory inerital and shear deformation. The eccentricity and rotatory inertial of the concentrated mass at the top are taken into accuont. In the governing equation for the free vibration of column, thedensity of immersed part was midified to account for theadded fluid mass. The govering differential equations are solved numerically using the corresponding boundary conditions. The lowest four natural frequencies and corresponding mode shapes are calculated over a range of non-dimensional system parameters ; the mas density ration of fluid to column, the ratio of fluid depth to span length, the ratio of tip mass to total column mass, the dimensionless mass moment of inertia, and the eccentricity.

  • PDF

단부회전이 회전 스프링으로 제약받는 기둥의 자유진동 (Free Vibrations of Column with Hinged End Restricted by Rotational Spring)

  • 허영;진태기;김선기
    • 한국소음진동공학회:학술대회논문집
    • /
    • 한국소음진동공학회 2001년도 추계학술대회논문집 II
    • /
    • pp.1000-1004
    • /
    • 2001
  • This study explores the free vibrations of tapered column with hinged end restricted by rotational spring. The ordinary differential equation governing the free vibration of such column is derived as nondimensional form in which three kinds of cross-sectional shape are considered. In order to obtain the natural frequencies of column, the governing differential equation is solved by numerical procedures. Numerical results are compared with existing solutions by other methods. It is expected that the results obtained herein can be practically utilized in the structural and the vibration control fields.

  • PDF

일정체적을 갖는 포물선형 중공 보-기둥의 자유진동 해석 (Free Vibration Analysis of Parabolic Hollowed Beam-columns with Constant Volume)

  • 이태은;이병구
    • 한국소음진동공학회논문집
    • /
    • 제21권4호
    • /
    • pp.384-391
    • /
    • 2011
  • This paper deals with free vibrations of the parabolic hollowed beam-columns with constant volume. The cross sections of beam-column taper are the hollowed regular polygons whose depths are varied with the parabolic functional fashion. Volumes of the objective beam-columns are always held constant regardless given geometrical conditions. Ordinary differential equation governing free vibrations of such beam-columns are derived and solved numerically for determining the natural frequencies. In the numerical examples, hinged-hinged, hinged-clamped and clamped-clamped end constraints are considered. As the numerical results, the relationships between non-dimensional frequency parameters and various beam-column parameters such as end constraints, side number, section ratio, thickness ratio and axial load are reported in tables and figures.

픽셀의 고정 패턴 잡음을 감소시킨 윤곽 검출용 시각칩 (Vision chip for edge detection with a function of pixel FPN reduction)

  • 서성호;김정환;공재성;신장규
    • 센서학회지
    • /
    • 제14권3호
    • /
    • pp.191-197
    • /
    • 2005
  • When fabricating a vision chip, we should consider the noise problem, such as the fixed pattern noise(FPN) due to the process variation. In this paper, we propose an edge-detection circuit based on biological retina using the offset-free column readout circuit to reduce the FPN occurring in the photo-detector. The offset-free column readout circuit consists of one source follower, one capacitor and five transmission gates. As a result, it is simpler and smaller than a general correlated double sampling(CDS) circuit. A vision chip for edge detection has been designed and fabricated using $0.35\;{\mu}m$ 2-poly 4-metal CMOS technology, and its output characteristics have been investigated.

Numerical simulation of the free surface around a circular column in regular waves using modified marker-density method

  • Yang, In-Jun;Lee, Young-Gill;Jeong, Kwang-Leol
    • International Journal of Naval Architecture and Ocean Engineering
    • /
    • 제7권3호
    • /
    • pp.610-625
    • /
    • 2015
  • In this paper the wave run-up around a circular column in regular waves is numerically calculated to investigate the applicability of the Modified Marker-Density (MMD) method to prediction of wave run-up around an offshore platform. The MMD method is one of the methods to define the highly nonlinear free surface. The governing equations are the Navier-Stokes equations and the continuity equation which are computed in Cartesian grid system. To validate incident waves generated by numerical simulation, those are compared with the solutions of the Stokes $5^{th}$ order wave theory. The wave run-up simulations are performed varying the steepness and period of incident waves as referred experimental data. The numerical results are compared to the experimental data and the results show good agreements.

A time-domain simulation of an oscillating water column with irregular waves

  • Koo, Weoncheol;Kim, Moo-Hyun
    • Ocean Systems Engineering
    • /
    • 제2권2호
    • /
    • pp.147-158
    • /
    • 2012
  • A time-domain simulation of a land-based Oscillating Water Column (OWC) with various irregular waves as a form of PM spectrum is performed by using a two-dimensional fully nonlinear numerical wave tank (NWT) based on the potential theory, mixed Eulerian-Lagrangian (MEL) approach, and boundary element method. The nonlinear free-surface condition inside the OWC chamber was specially devised to describe both the pneumatic effect of the time-varying pressure and the viscous energy loss due to water column motions. The quadratic models for pneumatic pressure and viscous loss are applied to the air and free surface inside the chamber, and their numerical results are compared with those with equivalent linear ones. Various wave spectra are applied to the OWC system to predict the efficiency of wave-energy take-off for various wave conditions. The cases of regular and irregular waves are also compared.

말뚝-기둥 일체형 교각 기초의 내진해석 및 철근 상세 (Seismic Analysis and Reinforcement Details of Integral Pile Shaft-Column Foundations)

  • 손혁수;최인기;이상희;양종호
    • 한국지진공학회:학술대회논문집
    • /
    • 한국지진공학회 2006년도 학술발표회 논문집
    • /
    • pp.300-307
    • /
    • 2006
  • Integral pile shaft-column foundations are increasingly popular thanks to not only the comparative advantage of economy in constructing large cast-in-drilled-hole(CIDH) piles compared with driven piles with pile cap footings but also being free from problems associated with the critical column-footing connection. In this paper, the structural characteristics of integral pile shaft-column foundations as well as seismic analysis methodology and reinforcement details for seismic design are introduced.

  • PDF

Monodansyl Cadaverine유도체화된 유리지방산류의 $H_2O_2$-Bis(2,4,6-trichlorophenyl) Oxalate에 의한 고속액체크로마토그라피 ($H_2O_2$-Bis(2,4,6-trichlorophenyl) Oxalate Chemiluminescence Detection of Monodansyl Cadaverine Derivatives of Free Fatty Acids in High Performance Liquid Chromatography)

  • 이용문;문동철
    • 약학회지
    • /
    • 제37권4호
    • /
    • pp.362-364
    • /
    • 1993
  • The sensitive detection of free fatty acids was investigated by using H$_{2}$O$_{2}$-bis(2,4,6-trichlorophenyl) oxalate chemiluminescence system after monodansyl cadaverine labeling. Because dansvl moiety is well excited by this chemiluminescence system, monodansyl cadaverine was a prominent reagent to this system for the determination of free fatty acids. The cluent of 50mM tris-HCI buffer (pH 7.7)-acetonitrile (1:4, v/v) was run through TSK gel ODS 80 TM column. The reagent solutions were mixed with the eluent containing the monodansyl cadaverine derivative of fatty acids from the column. By this system, linolic acid was detected 50 fmol by injected amount.

  • PDF