• Bulletin of the Society of Naval Architects of Korea
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• v.32 no.1
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• pp.50-54
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• 1995

선박의 구조설계단계에서 최종붕괴강도를 설계기준으로 삼는 경우는 거의 없으나 최근에 각국 선급에서 최종붕괴강도를 의무적인 설계기준으로 삼기 위해 자체적인 해석법과 설계식을 제시 하고 규정화하는 작업을 진행시키고 있다. [12, 17, 31, 32]. 1994년 ISSC [1]에서도 토론된바와 같이 특히 새로운 구조방식을 가진 선박의 합리적인 구조설계를 위하여는 해상플렛폼의 구조설 계시와 마찬가지로 삼아야 할 것이다. 본고에서는 선각거더의 최종붕괴강도에 대한 해석법과 간이계산식에 관한 연구동향을 문헌조사를 통하여 분석하였다. 그 결과 순수굽힘모멘트가 작용 하는 문제의 경우 최종붕괴강도 해석법은 어느정도 확립되었다고 판단되지만 최종붕괴강도의 간이계산식은 아직도 정도 등의 면에서 개선의 여지가 남아 있다고 생각된다. 앞으로 순수 굽 힘모멘트뿐만아니라 조합하중을 받는 경우와 피로균열을 비롯한 초기구조손상을 가진 노후화된 선박에 대한 최종붕괴강도를 보다 정밀하게 해석하기 위한 해석법의 개발과 간이계산식의 도 출이 필요하다고 사료된다. 또한, 충돌, 좌초, 폭발 등에 기인된 선각거더의 붕괴강도 평가를 위한 해석법의 개발도 앞으로 남은 과제중의 하나이다.

• Proceedings of the Korea Water Resources Association Conference
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• 2006.05a
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• pp.1483-1487
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• 2006

본 연구에서는 2002년 태풍 루사(RUSA) 기간에 대한 강릉지역의 수분최대화비를 그 지역의 지형적인 특성을 고려하여 산정하였다. 수분최대화비는 최대가능강수(Probable Maximum Precipitation, 이하 PMP)를 추정하는데 가장 중요한 요소로써 최대 12시간 지속 1000 hPa 이슬점과 대표 12시간 지속 1000 hPa 이슬점에 따른 가강수량의 비로 계산된다. 각각의 이슬점을 결정하는 방법으로, 대표 12시간 지속 이슬점은 수분 유입지역을 파악함으로써 계산되는데, 이 유입지역은 지상일기도, 지표 풍향, 850 hPa 수분속, 유선장등을 고려하여 선정되었다. 또한 최대 12시간 지속 이슬점은 과거 42년간(1961년${\sim}$2002년)의 강릉지역 이슬점 온도 자료를 통해 방재연구소에서 제공하는 FARD2002 통계프로그램을 이용하여 구하였다. 이 프로그램에서 확률분포형으로는 Extreme TypeⅠ(Gumbel distribution)을 선정하였고 매개변수 추정방법으로 모멘트법을 사용하여 유의수준 10%에서 재현기간 50년 빈도 분석을 통해 이슬점 온도를 구하였다. 본 연구에서는 이와 같은 과정을 통해 재 추정된 수분최대화비와 기존에 제시된 호우전이비 및 DAD(Depth-Area-Duration) 분석결과를 이용하여 강릉호우의 소유역$(3.76km^2)$에 대한 PMP를 산정하고 기존 결과와의 차이점을 제시하였다.

• Journal of the Korea Institute of Information and Communication Engineering
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• v.3 no.2
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• pp.255-265
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• 1999

Recently the necessity of MMIC is increasing because clock frequency goes up by digital data transmission of Gbps class being demanded and the density of circuits gets high for the purpose of lightening and miniaturizing system, owing to the development of ultra high speed. When massing lines in a MMIC and super high speed integrated circuit cause the crosstalk and dispersion of signal, a digital signal is distorted and EMI is occurred. To solve this problems, It is necessary to analyze the equivalent parameters of transmission lines. This paper represent the results of the equivalent parameters of transmission lines for single and hi-level structure by using moment method.

• Journal of the Korean Wood Science and Technology
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• v.23 no.2
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• pp.12-18
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• 1995

고도(高度)의 엔지니어링 구조물(構造物)로 경제성이 높은 경량(輕量) 목조(木造)트러스에 사용될 수 있는 소나무(Pinus densiflora) 재(材)에 적용한 20게이지 아연도금 강(鋼) 플레이트 접합부(接合部)의 조합하중(組合荷重) 및 모멘트 성능(性能)을 평가하기 위하여 정밀도를 개선(改善)한 편심가력(偏心加力) 장치(裝置)를 창안하여 실험하고 반강절(半剛節) 접합부의 개념(槪念)과 가상(假想)일 법(法)을 적용한 모형을 유도하여 비선형(非線形) 해석(解析)하였다. 반강절(半剛節) 접합부(接合部)의 개념을 도입하여 저자가 유도한 비선형(非線形) 모형으로 조합하중 하에서의 접합부 거동을 해석한 결과, 금속 플레이트 접합부의 모멘트는 Wolfe 모형에 비하여 정확도가 높은 값으로 계산되었는데, 이는 비선형모형에서 접합부의 반강성(半剛性)에 의한 2차적인 모멘트의 영향을 적절히 고려한 때문으로 판단되었다. 본 연구에서 사용한 실험장치는 조합하중에 대한 금속 플레이트 접합부의 성능을 평가하기 위한 표준시험법(標準試驗法)으로 적용될 수 있을 것이며, 비선형(非線形) 해석방법(解析方法)은 조합하중(組合荷重)및 모멘트 성능(性能)을 예측(豫測)하는데 활용될 수 있다.

• Journal of Korea Water Resources Association
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• v.32 no.3
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• pp.247-254
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• 1999

The frequency analyses of annual maximum rainfall data for 22 rainfall gauging stations is Korea were performed. The method of moments (MOM), maximum likelihood (ML), and probability weighted moments (PWM) were used in parameter estimation. The GEV distribution was selected as an appropriate model for annual maximum rainfall data based on parameter validity condition, graphical analysis, separation effect, and goodness of fit tests. For the selected GEV model, spatial analysis was performed and rainfall intensity-duration-frequency equation was derived by using linearization technique. The derived rainfall intensity-duration-frequency equation can be used for estimating rainfall quantiles of the selected stations with convenience and reliability in practice.

• Magazine of the Korean Society of Agricultural Engineers
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• v.43 no.5
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• pp.70-82
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• 2001

This study was conducted to derive the regional design rainfall by the regional frequency analysis based on the regionalization of the precipitation suggested by the first report of this project. Using the L-moment ratios and Kolmogorov-Smirnov test, the underlying regional probability distribution was identified to be the Generalized extreme value distribution among applied distributions. Regional and at-site parameters of the generalized extreme value distribution were estimated by the linear combination of the probability weighted moments, L-moment. The regional and at-site analysis for the design rainfall were tested by Monte Carlo simulation. Relative root-mean-square error(RRMSE), relative bias(RBIAS) and relative reduction(RR) in RRMSE were computed and compared with those resulting from at-site Monte Carlo simulation. All show that the regional analysis procedure can substantially reduce the RRMSE, RBIAS and RR in RRMSE in the prediction of design rainfall. Consequently, optimal design rainfalls following the legions and consecutive durations were derived by the regional frequency analysis.

• The Journal of Korean Institute of Electromagnetic Engineering and Science
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• v.10 no.3
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• pp.340-350
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• 1999

In this paper, W-type reflector antennas modified from corner reflector antenna structure were proposed and the radiation characteristics were analyzed using the method of moments. The analysis results such as gain, F/B, half power beamwidth, and radiation pattern are presented as functions of dipole height h and back edge spacing d. Also, the proposed antenna was compared with corner reflector antennas in the same size of side reflectors, W-type reflector antenna was found to exhibit somewhat higher gain and larger F/B than corner reflector antennas. To verify the analysis results, W-type reflector antenna was fabricated and the radiation characteristics were measured. The measured results show good agreement with the calculated results.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.10 no.4
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• pp.25-33
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• 1990

The moment distribution method has been widely used for almost sixty years as an approximate method for the analysis of structural frames. The method is to calculate the end moments of structural members by iterative hand calculation. This study presents developements of closed form formulas which are derived basically from the moment distribution procedures. These formulas may provide simple forms and exact results which would overcome the disadvantages of the conventional moment distribution mothod, that is, approximation of the results and complexity of the procedures of the method. The proposed formulas may become one of the new procedures for analysis of statically indeterminate frames, and contribute specifically to the effective drawing of influence lines of continuous beams, which will provide a great deal of assistance in practical design of structures.

• Magazine of the Korea Concrete Institute
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• v.11 no.1
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• pp.243-254
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• 1999

This paper presents a numerical study for developing the moment magnifier method that is applicable to RC flat plates subject to combined axial compressive and floor load. For the nonlinear finite element analysis, a computer program addressing material and geometric nonlinearities was developed. The flat plates to be studied are designed in accordance with the Direct Design Method in Korean Building Code for Structural Concrete. This paper proposes the buckling force and the moment magnification factor for the flat plate under the governing load condition that is the combined vertical and subsequently applied uniaxial compressive load. The buckling force is defined with two ingredients: the buckling coefficient and the effective flexural rigidity. Parametric studies are performed to investigate variations of the buckling coefficient and the effective flexural rigidity. Based on the numerical results, this paper provides the design values of the buckling coefficient and the effective flexural rigidity, and the design procedure for the moment magnifier method.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.8 no.3
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• pp.21-29
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• 1988

Evaluation of accurate design moments in two directions is a primary concern in designing R/C Slab. For this purpose, the use of finite element method utilizing isoparametric plate element is proposed. An example of the simply supported slab shows that the results agree well wth those from elastic plate theory throughout the span. The finite element solutions are also compared with those from equivalent frame method in a flat plate example. It is indicated that the distribution of total moment through the width of design strip using the ACI coefficients is unreasonable. In contrary to this, for the same strip model, the finite element method gives accurate moments in two directions. The proposed method can be applied to any geometric configuration of the slab system, thus the approach is considered to be much advantageous and improved one compared with existing methods.