• 대한전기학회:학술대회논문집
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• 대한전기학회 1989년도 하계종합학술대회 논문집
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• pp.647-650
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• 1989

The driving-point impedance of the center-fed planar dipole antenna is obtained using the method of moments (MOM). For the thin dipole antenna, our numerical result is compared with that of the inverse method by D. R. Rhodes as well as the known solutions of equivalent wire antenna. For the frequencies of L-band and S-band, the driving-point impedances of the thick planar dipole antennas are measured by experiment and compared with the numerical results.

• Communications for Statistical Applications and Methods
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• 제28권6호
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• pp.673-679
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• 2021

The moment calculation in a truncated multivariate normal distribution is a long-standing problem in statistical computation. Recently, Kan and Robotti (2017) developed an algorithm able to calculate all orders of moment under different types of truncation. This result was implemented in an R package MomTrunc by Galarza et al. (2021); however, it is difficult to use the package in practical statistical problems because the computational burden increases exponentially as the order of the moment or the dimension of the random vector increases. Meanwhile, Lee (2021) presented an efficient numerical method in both accuracy and computational burden using Gauss-Hermit quadrature. This article introduces trunmnt implementation of Lee's work as an R package. The Package is believed to be useful for moment calculations in most practical statistical problems.

• Structural Engineering and Mechanics
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• 제29권2호
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• pp.155-169
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• 2008

A MOM-based algorithm (MOMA) has been developed for moving force identification from dynamic responses of bridge in the companion paper. This paper further evaluates and investigates the properties of the developed MOMA by experiment in laboratory. A simply supported bridge model and a few vehicle models were designed and constructed in laboratory. A series of experiments have then been conducted for moving force identification. The bending moment and acceleration responses at several measurement stations of the bridge model are simultaneously measured when the model vehicle moves across the bridge deck at different speeds. In order to compare with the existing time domain method (TDM), the best method for moving force identification to date, a carefully comparative study scheme was planned and conducted, which includes considering the effect of a few main parameters, such as basis function terms, mode number involved in the identification calculation, measurement stations, executive CPU time, Nyquist fraction of digital filter, and two different solutions to the ill-posed system equation of moving force identification. It was observed that the MOMA has many good properties same as the TDM, but its CPU execution time is just less than one tenth of the TDM, which indicates an achievement in which the MOMA can be used directly for real-time analysis of moving force identification in field.

• 한국전자파학회논문지
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• 제25권5호
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• pp.576-584
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• 2014

본 논문에서는 포탄 형태의 표적을 식별하기 위해 레이더 단면적(radar cross section: RCS)을 이용하여 퍼지 구분기를 최적화하는 연구를 제시한다. 일반적인 포탄 형태의 표적들에 대한 RCS 데이터베이스를 일정 각도 간격으로 획득하기 위해 모멘트법(method of moments: MOM)을 이용한다. 상대적인 자세각들을 포탄들의 다양한 비행 시나리오로부터 추정하고, 그 각도들에 연관된 RCS 값들을 일정한 각도 간격으로 만들어진 RCS 데이터베이스로부터 보간한다. 그 보간된 RCS 값들로부터 최초 멤버쉽 함수들을 결정하고, particle swarm optimization(PSO)을 이용하여 퍼지 구분기의 멤버쉽 함수들을 식별 확률의 관점에서 최적화 한다.

• Structural Engineering and Mechanics
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• 제29권2호
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• pp.135-154
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• 2008

The moving vehicle loads on a bridge deck is one of the most important live loads of bridges. They should be understood, monitored and controlled before the bridge design as well as when the bridge is open for traffic. A MOM-based algorithm (MOMA) is proposed for identifying the timevarying moving vehicle loads from the responses of bridge deck in this paper. It aims at an acceptable solution to the ill-conditioning problem that often exists in the inverse problem of moving force identification. The moving vehicle loads are described as a combination of whole basis functions, such as orthogonal Legendre polynomials or Fourier series, and further estimated by solving the new system equations developed with the basis functions. A number of responses have been combined, some numerical simulations on single axle, two axle and multiple-axle loads, being either constant or timevarying, have been carried out and compared with the existing time domain method (TDM) in this paper. The illustrated results show that the MOMA has higher identification accuracy and robust noise immunity as well as producing an acceptable solution to ill-conditioning cases to some extent when it is used to identify the moving force from bridge responses.

• 한국전자파학회논문지
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• 제30권4호
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• pp.300-306
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• 2019

얇은 도체 평판에 소형 리지 원형 개구, H-형태 개구, U-형태 개구, 예루살렘 십자형 개구와 같은 다양한 투과 공진 개구에 대하여 개구 모양에 무관하게 투과 단면적은 해석적으로 $2G{\lambda}^2/4{\pi}$로 주어지게 된다. 이러한 표현식에 대해 MOM 방법을 사용하여 계산한 결과와 비교하여 일치함을 확인하였다. 또한 두꺼운 도체 평판 내에 투과 공진기 구조에 대해 투과 단면적을 연구했으며, 투과 효율 관점에서 이들 두 소형 개구 구조 간에 동등함을 보였다.

• 한국수자원학회논문집
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• 제32권3호
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• pp.247-254
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• 1999

우리 나라 주요 우량관측소 22개 지점의 매년 최대치 강우자료에 대하여 빈도해석을 실시하였다. 매개변수 추정방법은 모멘트법, 확률가중 모멘트법, 최우도법 등이며, 매개변수 적합성, 도시적 해석, 분리효과, 적합도 검정결과 GEV 분포가 우리 나라 강우자료에 대하여 가장 적합한 확률분포형으로 나타났다. 선정된 GEV 분포형을 모집단의 확률분포형으로 가정하여 재현기간별 확률강우량을 산정하므로써 지역적 해석을 실시하였으며, 정확도 있는 선형화 기법을 통해 회귀분석을 실시하여 확률강두강도식을 유도하였다. 본 연구에서 유도된 확률강우강도식은 실무차원에서 임의 지속기간의 재현기간별 확률강우량을 간편하게 구할 수 있을 것으로 판단된다.

• 한국전자파학회논문지
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• 제12권6호
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• pp.972-982
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• 2001

FMM(Fast Multipole Method)은 계산시간을 현저히 감소시킬 수 있기 때문에 대형구조의 레이다 반사면적 (RCS) 계산에 매우 효과적인 수치해석 기법이다. 하지만, 폭이 좁은 타원형 형태의 산란체는 절점의 길이나 그룹의 선택방법이 수치해석 결과에 영향을 미치게 된다. 본 논문에서는 TM 및 TE 편파에 대해 이러한 문제를 효과적으로 처리할 수 있는 방법을 제안하고, 제안한 방법을 검증하기 위하여 MOM 결과와 비교하여 제시하였다.

• Computers and Concrete
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• 제21권3호
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• pp.291-298
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• 2018

In this study, the flexural fatigue performance of concrete beams made with 100% Coarse Recycled Concrete Aggregates (RCA) and 100% Coarse Natural Aggregates (NA) were statistically commanded. For this purpose, the experimental fatigue test results of earlier researcher were investigated using two parameter Weibull distribution. The shape and scale parameters of Weibull distribution function was evaluated using seven numerical methods namely, Graphical method (GM), Least-Squares (LS) regression of Y on X, Least-Squares (LS) regression of X on Y, Empherical Method of Lysen (EML), Mean Standard Deviation Method (MSDM), Energy Pattern Factor Method (EPFM) and Method of Moments (MOM). The average of Weibull parameters was used to incorporate survival probability into stress (S)-fatigue life (N) relationships. Based on the Weibull theory, as single and double logarithm fatigue equations for RCA and NA under different survival probability were provided. The results revealed that, by considering 0.9 level survival probability, the theoretical stress level corresponding to a fatigue failure number equal to one million cycle, decreases by 8.77% (calculated using single-logarithm fatigue equation) and 6.62% (calculated using double logarithm fatigue equation) in RCA when compared to NA concrete.