• Proceedings of the Korea Water Resources Association Conference
• /
• 2008.05a
• /
• pp.958-962
• /
• 2008

하천유황, 하상재료, 하도지형의 자연적 또는 인위적 변화에 의한 장 단기적 하상변동의 해석 및 예측은 하천계획 및 관리를 위해 필수적이다. 특히, 제방 축조 등의 인위적 정비로 충적층 발달이 미약한 우리나라 하천은 상대적으로 종단형의 변화가 중요한 문제로 등장하였다. 하천의 이수, 치수 및 환경기능에 복합적으로 영향을 미치는 장기적인 하상변동 예측을 국가하천 형산강에 대해여 HEC6 모형과 GSTARS 모형을 이용하여 수행하였다. 본 연구에서는 $2006{\sim}2007$년 동안 형산강에서 직접 실측한 유량-유사량, 하상토, 하천측량자료를 GSTARS와 HEC6 모형에 적용하여 장기 하상변동을 모의하고 그 결과 값을 비교 분석하였다. 수위표 지점인 형산교(모아), 강동대교(안강), 국당2교(부조), 신형산교(대송)를 내부경계조건으로, HEC-RAS를 통하여 조도계수 값을 보정하였으며 유량 값은 유황곡선을 통하여 연간유입량을 각 날짜별로 구성하였다. 모형의 검증은 Laursen (1963), Laursen (Modified by Maddden, 1985), Laursen (Modified by Copeland, 1990), Yang (1973) 공식을 이용하여 최심하상고 변화량 제곱근 오차가 가장 작은 공식을 선정하였다. 2006년 형산강에서 실측된 하천측량자료를 이용하여 14년간 장기하상을 모의해 본 결과 형산강 유역에서는 Laursen (Modified by Copeland, 1990, HEC6)와 Laursen (1958, GSTARS)공식이 가장 작은 오차를 나타내었으며 HEC6와 GSTARS는 하상변동의 경향을 잘 나타내었다. 형산강의 전반적인 하상변동 경향은 상류지역은 전반적으로 하상이 저하하였고 하류지역은 하상이 상승하였다. 또한 하류부는 하상이 안정화를 이루고 있어 변화가 적은 것으로 판단된다. 하지만 검증 기간 동안의 골재채취와 보의 설치 등의 외부 여건과 신뢰성 있는 유입유량을 반영하지 못하였기 때문에 보다 나은 결과를 얻기 위해서는 지속적인 유량-유사량의 관측과 자료의 보완 및 정밀 조사 분석이 필요하다.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
• /
• v.29 no.1
• /
• pp.47-53
• /
• 2005

This paper presents the method for developing an optimum hull form with minimum wave resistance using SQP(sequential quadratic programming) as an optimization technique. The wave resistance is evaluated by a Rankine source panel method with non-linear free surface conditions and the ITTC 1957 friction line is used to predict the frictional resistance coefficient. The geometry of the hull surface is represented and modified using NURBS(Non-Uniform Rational B-Spline) surface patches. To verity the validity of the developed program the numerical calculations for Wigley hull and Series 60(C${_B}$=0.6) hull had been performed and the results obtained after the numerical calculations had been compared with the original hulls.

• Journal of the Korean Institute of Telematics and Electronics T
• /
• v.36T no.4
• /
• pp.1-8
• /
• 1999

This paper presents a new algorithm for surface segmentation and feature description. In the first stage of proposed algorithm, the signature of an edge image of object is extracted. The signature technique represents a surface using the distance from the mass center to the boundary of the image as a function of angle rotating counterclockwise. If there exists a range in the angle axis where more than two signatures form a closed curve, we can conclude there is a surface inside the range. Using this feature of the signature, surface can be segmented. The surface features such as number of vertices, number of edges, convex and type of surface can also be extracted from segmented surfaces. This algorithm has distinguished advantages; it can easily recover the lost part in the edge image using the curve fitting method; it extracts surface features correctly regardless of the rotation of the surface in 3-D space.

• Journal of the Korean Institute of Telematics and Electronics
• /
• v.21 no.4
• /
• pp.52-57
• /
• 1984

The electrical properties and their instability of InP tunnel MIS diodes fabricated by inserting the chemically grown oxide between metal and n-lnP (100) surface have been in-vestigated. The structure of the gown oxide was the mixture of In2O3 and P2O5, as was other low-temperature grown oxide, and its thickness was estimated to be the order of 200 $A^{\circ}$. The forward and reverse currents increased even with slight heat treatment of diodes in vacuum, and they were reduced when the diodes were exposed to humid ambient. It was discussed that the observed instability in I-V characteristics is due to a change of the physicochemical properties of the oxide film and of the interface states between oxide and InP according to the absorption of H2O.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.10 no.1
• /
• pp.57-69
• /
• 1990

The static nonlinear analysis of offshore pipeline is carried out by the finite element method. The governing equilibrium equation are derived by the principle of minimum potential energy and the modified Newton-Raphson procedure is used to solve the system of nonlinear algebraic equation. Geometrically nonlinear beam elements and spring elements are utilized to model the pipeline, stinger, pipe supports and seabed simultaneously. The beam element developed can be used to model redundant structures. It provides for both the torsional deformation and elongation of pipeline, and permits the use of different physical properties in each principal direction. The validity of this method is investigated by comparing the results with these obtained by other methods.

• Journal of the Korean Geotechnical Society
• /
• v.29 no.1
• /
• pp.161-170
• /
• 2013

In this paper, numerical pile segment analysis is conducted with an advanced soil elastoplastic model to investigate the diameter effects on skin friction behaviour of a drilled shaft in sand. Ultimate skin friction and 't-z' behavior from the pile segment analyses for drilled shafts show good agreement with those from design methods. Higher ultimate skin friction for the smaller diameter pile is related to the greater increase in the effective radial stress at the interface due to the localized dilation at and near the pile interface. Stiffer t-z curve for the smaller diameter pile is related to the early occurrence of three shear stages (early, dilation, constant volume shear stages). The diameter effects on ultimate skin friction of drilled shafts are more prominent for denser sand and lower confining pressure.

• Journal of the Korean Geotechnical Society
• /
• v.29 no.3
• /
• pp.29-40
• /
• 2013

Seismic response of single degree of freedom system supported by shallow foundation was analyzed by using nonlinear explicit finite difference element code. Numerical analysis results were verified with dynamic centrifuge test results of the same soil profile and structural dimensions with the numerical analysis model at a centrifugal acceleration of 20 g. Differences between the analysis and the test results induced by the boundary conditions of control points can be reduced by adding additional local damping to the natural born cyclic hysteretic damping of the soil strata. The analysis results show good agreement with the test results in terms of both time histories and response spectra. Thus, it can be concluded that the nonlinear explicit finite difference element code will be a useful technique for estimating seismic residual displacement, earthpressure etc. which are difficult to measure during laboratory tests and real earthquake.

• Journal of the Korean GEO-environmental Society
• /
• v.10 no.5
• /
• pp.69-73
• /
• 2009

In this study, three dimensional numerical analyses were performed with variation of pile spacing (S=3D, 4D, 5D) to compare the behaviour of single pile and pile group with cap in granite soil. In order to compare and analyze the lateral resistance of single pile and pile group by changing pile spacing, the pile group with array of $1{\times}3$ was employed. To reduce the computation time the symmetric boundary condition was used. And Druker-Prager model and elasticity model were used for granite soil and for concrete pile and cap, respectively. Using the analyses results of pile group in granite soil under lateral loading, p-y curve for pile group and single pile with changing pile spacing was drawn. With p-y curve p-multiplier was evaluated. As a result of analysis, the value of p-multiplier was increased with increasing pile spacing under 1.0 due to pile shadow effects.

• Journal of Korean Society of Transportation
• /
• v.27 no.4
• /
• pp.137-143
• /
• 2009

It is necessary to develop driving assistant information in order to prevent a rear-end collision with a crashed car which is at the blind curve on highway. Laboratory experiments were performed using a driving simulator to keep the traffic environment constant. This research was evaluated the effect of driver behavior according to providing collision avoidance information which was consisted of advisory, caution, and warning information by the dangerous degree of traffic situation. Driver behavior was evaluated to analyze the collision avoidance with a crashed car, and glance behavior was examined to measure the eye movements to the display on which provided the collision avoidance information. After experiment, the significance was evaluated on provided collision avoidance information. As the result of this research, the number of collision accident is reduced when the phased information was provided. In addition, it is clear that auditory information is more important than visual information in the case of providing the second information.

• Transactions of the Korean Society for Noise and Vibration Engineering
• /
• v.17 no.9
• /
• pp.835-846
• /
• 2007

This paper deals with the flexural free vibrations of circular strip foundation with the variable breadth on Pasternak soil. The breadth of strip varies with the linear functional fashion, which is symmetric about the mid-arc. Differential equations governing flexural free vibrations of such strip foundation are derived, in which the elastic soil with the shear layer, i.e. Pasternak soil, is considered. Effects of the rotatory and shear deformation are included in the governing equations. Differential equations are numerically solved to calculate the natural frequencies and mode shapes. In the numerical examples, the hinged-hinged, hinged-clamped and clamped-clamped end constraints are considered. Four lowest frequency parameters accompanied with their corresponding mode shapes are reported and parametric studies between frequency parameters and various system parameters are investigated.