• Title/Summary/Keyword: uniform model

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Shear Behavior of Reinforced Concrete Beams Subjected to Uniform Load (등분포하중을 받는 철근콘크리트보의 전단거동에 관한 연구)

  • Kim, Dae-Jung;Kim, U
    • Proceedings of the Korea Concrete Institute Conference
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    • 1991.04a
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    • pp.60-64
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    • 1991
  • The shear behavior of reinforced concrete beams subjected to uniform loading was investigated by testing 1/3 small-scale model R/C beams. The emphasis was placed in finding a fundamental difference in behavior between in uniformly loaded beams and in point loaded beams. The major variable was the span-to-depth ratio, varying from 4 to 12. The concrete strength and steel ratio were fixed.

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Timing Analysis of Discontinuous RC Interconnect Lines

  • Kim, Tae-Hoon;Song, Young-Doo;Eo, Yung-Seon
    • JSTS:Journal of Semiconductor Technology and Science
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    • v.9 no.1
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    • pp.8-13
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    • 2009
  • In this paper, discontinuous interconnect lines are modeled as a cascaded line composed of many uniform interconnect lines. The system functions of respective uniform interconnect lines are determined, followed by its time domain response. Since the time domain response expression is a transcendental form, the waveform expression is reconfigured as an approximated linear expression. The proposed model has less than 2% error in the delay estimation.

ENERGY DECAY RATES FOR THE KIRCHHOFF TYPE WAVE EQUATION WITH BALAKRISHNAN-TAYLOR DAMPING AND ACOUSTIC BOUNDARY

  • Kang, Yong Han
    • East Asian mathematical journal
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    • v.30 no.3
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    • pp.249-258
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    • 2014
  • In this paper, we study uniform exponential stabilization of the vibrations of the Kirchhoff type wave equation with Balakrishnan-Taylor damping and acoustic boundary in a bounded domain in $R^n$. To stabilize the systems, we incorporate separately, the passive viscous damping in the model as like Kang[14]. Energy decay rates are obtained by the uniform exponential stability of solutions by using multiplier technique.

The Study on the FRBR Adoption into Cataloging Rule Focused on its Expression Level (표현형 계층을 중심으로 한 FRBR 모형 분석 및 목록 체계 수용에 관한 연구)

  • Cho Jane
    • Journal of Korean Library and Information Science Society
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    • v.36 no.2
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    • pp.221-239
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    • 2005
  • FRBR, as is new conceptual model of bibliography based on entity-relation model, direct to revision of AACR 3.JSC has progressed work to adopt FRBR conceptual model into cataloging rule, especially for solving the problem of expression level, propose to overall change of uniform title & GMD. This study considers the matters about expression level of FRBR model. And examine possibility of adoption FRBR model to domestic cataloging rule and making out practice.

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Performance Predictions of the Planar-type Solid Oxide Fuel Cell with Computational Flow Analysis (II) - Non-isothermal Model - (유동 해석을 이용한 평판형 고체 산화물 연료전지의 성능 특성 분석 (II) - 비등온 모델 -)

  • Hyun, Hee-Chul;Sohn, Jeong L.;Lee, Joon-Sik;Ro, Sung-Tack
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.27 no.7
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    • pp.963-972
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    • 2003
  • Performance characteristics of the planar-type solid oxide fuel cell (SOFC) are investigated by the analysis of flow fields coupled with heat and mass transfer phenomena in anode and cathode channels. For these purposes, performance analysis of the SOFC is conducted based on electrochemical reaction phenomena in electrodes and electrolyte coupled with flow fields in anode and cathode channels. In the present study, the isothermal model adopted in the previous paper prepared by the same authors is extended to the non-isothermal model by solving energy equation additionally with momentum and mass transfer equations using CFD technique. It is found that the difference between isothermal and non-isothermal models come from non-uniform temperature distribution along anode and cathode electrodes by solving energy equation in non-isothermal model. Non-uniform temperature distribution in non-isothermal model contributes to the increase of average temperature of the fuel cell and influences its performance characteristics.

A study on the wsggm-based spectral modeling of radiation properties of water vapor (회체가스중합법에 의한 수증기의 파장별 복사물성치 모델에 관한 연구)

  • Kim, Uk-Jung;Song, Tae-Ho
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.20 no.10
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    • pp.3371-3380
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    • 1996
  • Low resolution spectral modeling of water vapor is carried out by applying the weighted-sum-of-gray-gases model (WSGGM) to a narrow band. For a given narrow band, focus is placed on proper modeling of gray gas absorption coefficients vs. temeprature relation used for any solution methods for the Radiative Transfer Equation(RTE). Comparison between the modeled emissivity and the "true" emissivity obtained from a high temperatue statistical narrow band parameters is made ofr the total spectrum as well as for a few typical narrow bands. Application of the model to nonuniform gas layers is also made. Low resolution spectral intensities at the boundary are obtained for uniform, parabolic and boundary layer type temeprature profiles using the obtained for uniform, parabolic and boundary layer type temperature profiles using the obtained WSGGM's with 9 gray gases. The results are compared with the narrow band spectral intensities as obtained by a narrow band model-based code with the Curtis-Godson approximation. Good agreement is found between them. Local heat source strength and total wall heat flux are also compared for the cases of Kim et al, which again gives promising agreement.

Evaluation of Pile Bearing Capacity and Scale Effect Using Model Pile Test (모형실험을 통한 말뚝지지력의 평가 및 치수효과의 비교분석)

  • 이인모;이정학
    • Geotechnical Engineering
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    • v.9 no.4
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    • pp.37-44
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    • 1993
  • Model pile tests in calibration chamber are performed in order to study the two factors that the pile bearing capacity is significantly influenced by. Those factors are the critical depth concept and the scale effect caused by pile diameters. Firstly, the predicted values of end bearing capacity from the various static formulae were compared with the measured ones from model pile tests. Secondly, the critical depth concept and the scale effect were investigated by using two different soil conditions in a series of calibration chamber tests : the one is uniform sand : and the other is weathered granites overlayered by sand. Main results obtained from the model tests can be summarized as follows : (1) The end bearing capacity was increased with pile penetration depth up to penetration ratio of 7 to 8 when the cell pressure is high, and the critical depth was observed in the current chamber tests with uniform sand layer , (2) The predicted end bearing capacities were mostly lager than the measured, and it was found that the differences between the predicted and the measured values became smaller as the pile penetration ratio was increased : (3) The end bearing capacity of the small diameter pile in weathered granites layer was mostly less than that of the larger pile, while in uniform sand layer it was vice.

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Regularity of Maximum Likelihood Estimation for ARCH Regression Model with Lagged Dependent Variables

  • Hwang, Sun Y.
    • Journal of the Korean Statistical Society
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    • v.29 no.1
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    • pp.9-16
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    • 2000
  • This article addresses the problem of maximum likelihood estimation in ARCH regression with lagged dependent variables. Some topics in asymptotics of the model such as uniform expansion of likelihood function and construction of a class of MLE are discussed, and the regularity property of MLE is obtained. The error process here is possibly non-Gaussian.

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INFERENCE AFTER STOCHASTIC REGRESSION IMPUTATION UNDER RESPONSE MODEL

  • Kim, Jae-Kwang;Kim, Yong-Dai
    • Journal of the Korean Statistical Society
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    • v.32 no.2
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    • pp.103-119
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    • 2003
  • Properties of stochastic regression imputation are discussed under the uniform within-cell response model. Variance estimator is proposed and its asymptotic properties are discussed. A limited simulation is also presented.