• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.35 no.8
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• pp.726-734
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• 2007

구조물에 손상이 발생하면 구조물의 강성변화로 구조물의 고유진동수에 변화가 발생하게 된다. 실험을 통해 얻을 수 있는 손상 전 구조물의 고유진동수와 해석적 방법을 사용하여 구하는 고유진동수가 같다고 가정하고 해석적인 방법으로 손상전후 고유진동수비를 구하여 3차원 그래프로 표시하였다. 손상이 한 부위에 존재할 경우 진동실험으로 구한 고유진동수비를 고유진동수비 그래프와 비교하여 손상의 위치, 크기 및 방향을 알 수 있었으나 여러 지점에 손상이 발생할 경우에는 손상을 파악하기 위해 고유진동수비 그래프 외에 주파수 응답함수를 병행하여 사용하였다.

• Proceedings of the KIEE Conference
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• 2015.07a
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• pp.822-823
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• 2015

본 논문은 시스템의 출력 신호가 복소지수함수의 형태인 경우 시스템을 추정하고 이를 이용한 제어에 관한 논문이다. 제안한 방법은 시스템의 출력 신호가 복소지수함수의 형태라면 이산푸리에변환을 통하여 중요모드에서의 첨두주파수와 제동계수를 추정하고, 이를 이용하여 시스템의 전달함수를 2차의 표준형 전달함수를 이용하여 간단하게 추정한다. 그리고 제어기는 이 추정한 전달함수를 이용하여 사용자가 원하는 응답을 나타내도록 설계하였다. DC모터의 위치제어 시스템의 실험을 통하여 제안한 방법의 타당성과 효율성을 검증하였다.

• Nuclear Engineering and Technology
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• v.28 no.2
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• pp.175-184
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• 1996

A nuclide transfer by utilizing mass transfer coefficient and barrier response function defined for each barrier is proposed, by which the final nuclide transfer rate into the sea water can be evaluated. When simple and immediate quantification of the nuclide release is necessary in the conservative aspect, using this kind of approach may be advantageous since each layered barrier can be treated separately from other media in series in the repository system, making it possible to apply separate solutions in succession to other various media. Although one disadvantage is that while flux continuity can be maintained at the interface by using the exit nuclide flux from the first medium as the source flux for the next one, there may be no guarantee for concentration continuity, this problem could be eliminated assuming that there is no boundary resistance to mass transfer across the interface. Mass transfer coefficient can be determined by the assumption that the nuclide concentration gradient at the interface between adjacent barriers remains constant and barrier response function is obtained from an analytical expression for nuclide flow rate out of each barrier in response to a unit impulse into the barrier multiplied by mass transfer coefficient. Total time-dependent nuclide transfer rate from the barrier can then be obtained by convoluting the response function for the barrier with a previously calculated set of time-varying input of nuclide flow rate for the previous barrier.

• Environmental and Resource Economics Review
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• v.20 no.1
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• pp.119-153
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• 2011

This study reviews various aspects of model formulating processes of dichotomous choice responses of the contingent valuation method (CVM), which has been increasingly used in the preliminary feasibility test of Korea public investment projects. The theoretical review emphasizes the consistency between WTP estimation process and WTP measurement process. The empirical analysis suggests that two common parametric models for dichotmous choice responses (RUM and RWTP) and two commonly used probability distributions of random components (probit and logit) resulted in all most the same empirical WTP distributions, as long as the WTP functions are specified to be a linear function of the bid amounts. However, the efficiency gain of DB response compared to SB response were supported on the ground that the two CV responses are derived from the same WTP distribution. Moreover for the exponential WTP function which guarantees the non-negative WTP measures, sample mean WTP were quite different from median WTP if the scale parameter of WTP function turned out to be large.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 1994.10a
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• pp.29-38
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• 1994

• Journal of KSNVE
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• v.21 no.6
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• pp.8-15
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• 2011

• Journal of the Korea Academia-Industrial cooperation Society
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• v.10 no.10
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• pp.2819-2830
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• 2009

Load bearing structural members in a wide variety of applications accumulate damage over their service life. During experiment much effort and cost is needed for measuring structural safety assessment. The sparseness and errors of measured data have to be considered during the safety estimation of structures. This paper introduces parameter estimation and damage identification algorithm by a system identification using static and dynamic response. The equation error estimator and response error widely used in system identification are based on the minimization of least squared error between measured and calculated responses by a mathematical model of a structure. Since each estimator has a specific form of application in noisy environment and proposes different definitions for these forms. To study the behaviour of the estimators in noisy environment Using Monte Carlo simulation, and a data measured pertubation scheme is adopted to investigate the influence of measurement errors on identification results. The assessment result by static and dynamic response were compared, and the efficiency and applicabilities of the proposed algorithm are demonstrated through simulated static and dynamic responses of a dimensional truss type structures.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.36 no.1
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• pp.1-11
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• 2016

The domestic and foreign seismic design codes have specified that time history covers design response spectrum when the response spectrum, which calculated from the time history, is smaller than the design response spectrum at five points or less. In order to verify the design codes, time history analysis for a pier was performed by using five artificial time histories conforming design code with various characteristics and its member forces were evaluated according to them. It was confirmed from analysis results that, regardless of the conformity to design code requirement, seismic design using the artificial time histories could not guarantee earthquake resistant design if the response spectrum from them is lower than design response spectrum at the similar period to the natural frequency of structure. Thus, the time history generating method to make its acceleration response spectrum to be greater than design response spectrum at all period was proposed by two modification function in this study. It was also verified whether time histories from the proposed method satisfy the seismic design codes or not.

• Proceedings of the Acoustical Society of Korea Conference
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• autumn
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• pp.147-150
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• 1999

본 논문에서는 Cross-Spectrum법에 의한 임펄스 응답을 추정할 때의 창함수의 영향을 살펴본다. 여러종류의 창함수에 대해 전달함수의 지연시간과 창함수의 길이의 관계를 조사하고, 측정에 의해 비교 확인하였다. 음향 전달계의 임펄스 응답 추정치의 평가식을 이용하여 창함수중 Riesz 창함수의 추정 정확도가 대체로 양호함을 확인했다.

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.33 no.10
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• pp.42-50
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• 2005

Based upon the derived analytical model and equation of motion for the general rotor system with anisotropic stator and asymmetric rotor treated as a periodically time-varying system, the series of equations are structured by associating with the time modulated coefficients. The frequency response functions (FRFs) expressed by physical parameters are derived in such a convenient way from the direct inverse matrices of the Fourier transformation of those series of equations, from which the characteristics are analyzed and the properties are suggested.