• Proceedings of the Korea Water Resources Association Conference
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• 2007.05a
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• pp.1737-1741
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• 2007

Using kinematic wave equation, the influence of moving rainstorms to runoff was analysised with a focus on watershed shapes and rainfall distribution types. Watershed shapes used are the oblong, square and elongated shape, and the distribution types of moving storms used are uniform, advanced and intermediate type. The runoff hydrographs according to the rainfall distribution types were simulated and the characteristics were explored for the storms moving down, up and cross the watershed with various velocity. And the hydrographs were compared in the case of varing the rainstorm intensity and varing the rainstorm length in order to make the same total runoff volume. When the rainstorm intensity was varied the shape, peak time and peak runoff of a runoff hydrograph are significantly influenced by spatial and temporal variability in rainfall and watershed shapes. The peak time of down and upstream moving strorms appeared latest in the case of the elongated shape basin, meanwhile at cross stream moving storms, the peak time of elongated shape basin is earlier than the others. For storms moving downstream peak time was more delayed than for other storm direction in the case of elongated watershed. The runoff volume and time base of the hydrograph decreased with the increasing storm speed.

• Journal of Power System Engineering
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• v.12 no.2
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• pp.29-34
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• 2008

Bellows is widely used in many industrial fields as it provides a relatively simple means of absorbing mechanical shock, vibration and thermal deformation with flexibility. In this study, the inherent dynamic characteristics of curved bellows are numerically studied according to the variation of angle, curvature and crest density, etc. For these numerical studies, a parametric finite element modelling program of curved bellows is constructed using ANSYS APDL. The validity of numerical results obtained from ANSYS software is experimentally verified using the test model made by RP machine SLA 5000.

• Proceedings of the Korea Water Resources Association Conference
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• 2008.05a
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• pp.1133-1136
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• 2008

본 연구에서는 또한 지역별로 평균적인 강우사상의 강우량과 해당 지역의 유역수문상황을 대변할 수 있는 두 가지 매개변수(지면 저류고 및 CN값)을 이용하여 유출포착곡선을 직접 합성할 수 있는 방법론을 제공하고 있다. 본 연구에서는 제안한 방법은 강우-유출 관계를 국내에서 가장 일반적으로 적용되고 있는 SCS 유출곡선법을 고려함과 동시에 복잡한 토지이용특성을 가진 우리나라의 도시배수분구에의 적용 시 보다 객관적인 설계가 이루어질 수 있도록 하였다.

• Proceedings of the Korea Concrete Institute Conference
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• 2010.05a
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• pp.79-80
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• 2010

Age-dependent laboratory tests for a curved composite box girder were carried out to investigate age-dependent effects of concrete on toraional behavior of a curved girder. Time-dependent incremental finite element method predicted the toraional behavior as well as flexural including axial behaviors of the test specimen.

• The Journal of Korean Institute of Communications and Information Sciences
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• v.10 no.2
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• pp.76-81
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• 1985

This paper presents basis functions for curvilinear square elements and describes finite element analysis for coaxial cable and coaxial cross-section waveguide. On the case of coaxial cable, the more exact results is obtained by the propotional elements than by the equal elements with the same number of elements. It is found that the cutoff frequency of coaxial cross-sectional waveguide is more dependent on the inner and outer radius than the cross-sectional angle.

• Water for future
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• v.24 no.2
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• pp.97-108
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• 1991

A number of different curve numbers are estimated, and three of them are the basin or composite curve numbers (CN-II and CN-III) evaluated from hydrologic soil cover complex, the observed curve numbers computed from rainfal1-runoff observations and the basin median curve numbers as a median of the observed curve numbers. Based on the observed runoff, CM-II underestimates the effective rainfall meanwhile CN-III overestimates. Hence, for the improvement in estimating effective rainfall, a modulating curve number may be defined as a value in between CN-II and CN-III. Basin median curve numbers produces the closest result to the observed runoff and therefore it can be adopted as a representative curve number for gaged basin.

• The KIPS Transactions:PartB
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• v.8B no.2
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• pp.164-172
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• 2001

본 논문에서는 시각화와 공간적, 속성 혼합 쿼리를 수행할 수 있는 관계형 데이터베이스를 설계하고 구현하였다. 쿼리에 사용되는 데이터형은 슬라이스, MPR, 볼륨 렌더링으로 시각화할 수 있으며, 쿼리는 아탈라스를 이용하는 경우와 그렇지 않는 경우를모두 고려하였다. 영상 데이터는 공간충전 곡선으로 공간적으로 클러스트링한 후 무손실 압축하여 데이터베이스에 저장된다. 본 논문은 저장 데이터의 양을 줄이기 위하여 관심영역의 크기에 따라 창의 크기가 변하는 적응적 Hibert 곡선을 제안하였으며, 실험에서 Hibert 곡선의 적용한 데이터보다 약 1.15배 높은 압축율을 보였다. 또한 아틀라스에 대한 뇌종양의 공간적 쿼리 결과를 통하여 본 의료 영상 데이터베이스의 유용성을 보였다.

• Journal of Astronomy and Space Sciences
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• v.19 no.3
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• pp.187-196
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• 2002

We performed CCD photometric observations of the eclipsing binary Y Cam with a pulsating component, for 16 nights from November 2000 to May 2001 using a V filter attached to the 61-cm reflector at Sobaeksan Optical Astronomy Observatory. Our V light curve and Broglia & Marin's (1974) BV ones were analyzed with Mode 2 for a detached Roche model as well as Model 5 for a semi-detached one in the Wilson-Devinney code. From the analysis, we found the following results: 1) It is hardly discernible from only light curve synthesis which model between the detached and semi-detached ones is a real Roche model of Y Cam. 2) There exist the third light of about 2% and 3% in B and V light curves of Y Cam, respectively. 3) The light curve solution is immune from the light variation due to the pulsation of the primary component of Y cam. However, the detached model rather than the semi-detached one has slightly better fitted to the observations which were get rid of the pulsation effect. 4) The absolute dimensions of Y Cam were calculated for two Roche models.

• Journal of Korean Society of Steel Construction
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• v.9 no.4 s.33
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• pp.501-513
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• 1997

The general behavior of curved girder including the warping effects is formulated by series of differential equations postulated by Vlasov. In order to determine the maximum shear force, the maximum bending moment, the maximum pure torsion, the maximum warping torsion, and the maximum bimoment for the curved girder grid bridges, it is important to find the location of live load applied to the curved girder grid bridges, so that the influence line can be estimated. In this paper, the influence line of shear force, bending moment, pure torsion, warping torsion, and bimoment due to unit vertical load and unit torsional moment for curved I-girder grid bridges are obtained by using the finite difference method.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.33 no.9
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• pp.859-869
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• 2009

The sharp indenters such as Berkovich and conical indenters have a geometrical self-similarity in theory, but different materials have the same load-depth curve in case of single indentation. In this study, we analyze the load-depth curves of conical indenter with angles of indenter via finite element method. From FE analyses of dual-conical indentation test, we investigate the relationships between indentation parameters and load-deflection curves. With numerical regressions of obtained data, we finally propose indentation formulae for material properties evaluation. The proposed approach provides stress-strain curve and the values of elastic modulus, yield strength and strain-hardening exponent with an average error of less than 2%. It is also discussed that the method is valid for any elastically deforming indenters made of tungsten carbide and diamond for instance. The proposed indentation approach provides a substantial enhancement in accuracy compared with the prior methods.