• KSCE Journal of Civil and Environmental Engineering Research
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• v.29 no.3A
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• pp.251-258
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• 2009

This paper deals with the strongest beams with the solid regular polygon cross-section, whose volumes are always held constant. The differential equation of the elastic deflection curve of such beam subjected to the concentrated and trapezoidal distributed loads are derived and solved by using the double integration method. The Simpson's formula was used to numerically integrate the differential equation. In the numerical examples, the clamped-clamped and clamped-hinged ends are considered as the end constraints and the linear, parabolic and sinusoidal tapers are considered as the shape function of cross sectional depth. As the numerical results, the configurations, i.e. section ratios, of the strongest beams are determined by reading the section ratios from the numerical data obtained in this study, under which static maximum behaviors become to be minimum.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.29 no.2A
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• pp.155-162
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• 2009

This paper deals with the strongest beams with the solid regular polygon cross-section, whose volumes are always held constant. The differential equation of the elastic deflection curve of such beam subjected to the concentrated and trapezoidal distributed loads are derived and solved numerically. The Runge-Kutta method and shooting method are used to integrate the differential equation and to determine the unknown initial boundary condition of the given beam. In the numerical examples, the simple beams are considered as the end constraint and also, the linear, parabolic and sinusoidal tapers are considered as the shape function of cross sectional depth. As the numerical results, the configurations, i.e. section ratios, of the strongest beams are determined by reading the section ratios from the numerical data related with the static behaviors, under which static maximum behaviors become to be minimum.

• RED RIBBON
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• s.71
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• pp.5-6
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• 2006

• 한국해양학회지
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• v.9 no.2
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• pp.19-30
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• 1974

Current observations were carried out in Jinhae Bay area during the period of January to February 1974. The data were synthetically analyzed and the characteristics of the water movement in Jinhae Bay were studied. The water movement in Jinhae Bay area is a reversing tidal current type and the Semi- diurnal tidal current is predominant. The ebb current begins at about high water time and the strongest current occurs at about 3 hour after high water. The flood current begins at 0.2-1.0 hour before low water and the strongest current occurs at about 3-4 hour after low water. The main ebb current flows to SE direction with the maximum welocity, about 100cm/sec and the lood flows to NW with the maximum velocity, about 70cm/sec. Generally, the ebb current in Jinhae Bay is more predominat than the flood current except at the west and the north coast area of Gadeog-do where the flood current is more predominant.

• Journal of KSNVE
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• v.6 no.5
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• pp.587-594
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• 1996

The differential equation governing both the free vibrations and buckling loads of tapered beam-columns of regular polygon cross-section with constant volume were derived and solved numerically. The parabolic and sinusoidl tapers were chosen as the variable depth of cross-section for the tapered beam-column. In numerical examples, the clamped-clamped, hinged-clamped and hinged-hinged end constraints were considered. The variations of frequency parameters and first buckling load parameters with the non-dimensional system parameters are reported in figures, and typical vibrating mode shapes are presented. Also, the configurations of strongest columns were determined.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2014.04a
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• pp.217-218
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• 2014

• 건강소식
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• v.39 no.7
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• pp.26-27
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• 2015

이하늬는 미스코리아 출신답게 늘씬하고 건강미 몸매를 가졌다. 뿐만 아니라 모든 여성들이 꿈꾸는 광채 나는 히얀 피부도 가졌다. 이런 이하늬를 두고 '타고났으니까'라는 반응을 보이는 이들이 더러 있는데, 그건 아름다움과 건강함을 향한 그녀의 숨은 노력을 몰라서 하는 말이다. 그냥 아름다운 것이 아니라 노력하기에 더 아름다운 이름, 이하늬! 그녀의 일상 속에 담긴 뷰티노하우를 만나보자.

• Magazine of the Korea Concrete Institute
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• v.14 no.1
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• pp.6-8
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• 2002

2001년 9월 11일 2대의 점보기에 의해 미국 경제 중심의 상징인 세계무역센터가 붕괴되었다. 소설 속에서나 나옴직한 방법을 사용하여 최강국의 심장 한복판에 뛰어 들어 전 세계를 흥분과 공포의 도가니로 빠져들게 하였다. 이 사건으로 말미암아 세계 경제는 극도로 악화되었으며 곧 뒤따른 전쟁으로 한치 앞을 내다보기가 힘든 상황이었다. 다행스럽게 지금은 전쟁이 마무리되어 가고 있으며 세계 경제도 세계무역센터 붕괴의 영향을 조금씩 벗어나며 회복의 기미를 보이고 있다.(중략)

• Proceedings of the Korean Society of Broadcast Engineers Conference
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• 2017.06a
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• pp.91-94
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• 2017

본 연구에서는 Component-Substitution (CS)기반 영상 융합 방법 중 가장 빠른 처리 속도를 보이는 IHS 기법의 분광 왜곡 현상을 해결하기 위하여 히스토그램을 통해 분광 왜곡 현상을 분석하고 평균 필터링을 통해 분광 왜곡 현상을 해결한다. 제안하는 방법의 성능 평가를 위하여 아리랑 3 호로 촬영한 서울 지역 위성 영상에 IHS 방법과 제안하는 방법을 적용하여 주관적으로 비교하고 객관적으로는 Q4, SAM, ERGAS 의 지표를 사용하여 비교한다. 주관적 비교 결과 제안하는 방법이 분광 왜곡을 감소시킴을 보이며, 객관적 비교 결과 IHS 기법 대비 향상된 Q4, SAM, ERGAS 을 보인다.

• Journal of Korean Society of Steel Construction
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• v.9 no.2 s.31
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• pp.221-228
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• 1997

The main purpose of this paper is to determine the dynamic optimal shapes of simple beam-columns with the constant volume. The parabolic function is chosen as the variable equation for the depth of regular polygon cross-section. The ordinary differential equation including the effect of axial load is applied to calculate the natural frequencies. The Runge-Kutta and Regula-Falsi methods are used to integrate the differential equation and compute the frequencies, respectively. Then the dynamic optimal shape whose lowest natural frequency is highest is determined by reading the critical value of the frequency versus section ratio curve plotted by the frequency data. In the numerical examples, the simple beam-columns are analysed and the numerical results of this study are shown in tables and figures.