• KOMUNHWA
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• no.62
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• pp.29-58
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• 2003

It has been well known that the function of the furnace is to cook, to heat, and to light. Especially, it is easy to grasp relations between the furnace forms and the dwelling structure because the furnace was a part of the most important housing culture.

• Water for future
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• v.33 no.4
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• pp.57-61
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• 2000

• KEPCO Journal on Electric Power and Energy
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• v.2 no.3
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• pp.461-467
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• 2016

In order to install the floating transport type wind-turbine foundation, water pumping is used to sink the foundation. During this process, its mass and center of gravity, and buoyancy center become continuously changed so that the dynamic stability of the floating foundation become unstable. Dynamic stability analysis of the floating foundation is a complex problem since it should take into account not only the environmental wave, wind, and current loads but also its weight change effect simultaneously considering six-degree-of-freedom motion. In this study, advanced numerical method based on the coupled computational fluid dynamics (CFD) and multi-body dynamics (MBD) approach has been applied to the dynamic stability analysis of the floating foundation. The sloshing effect of foundation internal water is also considered and the floating dynamic characteristics are numerically investigated in detail.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.32 no.4A
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• pp.227-235
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• 2012

Recently, study of confining effect in column members is progressed. But these studies are limited to about RC column and external confining effect in hollow columns. Internal confining effect in hollow columns has not researched. Internal confining stress is assumed the same external confining stress in hollow columns. In this study, there are to investigate the internal direction confining effect in ICH CFT column by FEA analysis. FEA analysis methods have verified by experimental values. Parametric study has performed as thickness of internal tube, hollow ratio, diameter of column and bending stiffness between concrete and external tube. Modified equations have suggested to estimating economic and reasonable thickness of internal tube.

• Journal of Korean Society of Steel Construction
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• v.23 no.2
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• pp.249-259
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• 2011

In this study, the distortional behaviors of tub-section steel girders subjected to torsional loading were analyzed, and predictor equations were developed for estimating the member forces induced in the internal bracing system installed in the steel tub girders. Torsional loadings originated either by eccentric vertical loading or girder curvature were decomposed into the pure torsional force component that does not affect the distortional box deformation, and into the distortional force component that directly induces box distortion. The axial member forces induced in the internal cross frames were formulated as a function of the magnitude of torsional loading through the analytical investigation of the interactions between the distortional force component and internal cross frames. To verify the proposed equations, three-dimensional finite element analysis (3D FEA) was conducted for the straight simple-span girder and the three-span continuous girder samples. Very good agreement was found between the member forces from the FEA and the proposed equations.

• Journal of Korea Water Resources Association
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• v.52 no.4
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• pp.235-243
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• 2019

Recently, urban inundation was frequently occurred due to the intensive rainfall exceeding marginal capacity of the flood control facility. Furthermore, needs for the underground storage facilities to mitigate urban flood are increasing according to rapidly accelerating urbanization. Thus, in this study, drainage efficiency in drain tunnel connecting to underground storage was investigated from the air-core measurements in the drop shaft against two types of inlet structure. In case of the spiral inlet, the multi-stage structure is introduced at the bottom of the inlet to improve the vortex induction effect at low inflow discharge (multi-stage spiral inlet). The average cross-sectional area of the air-core in the multi-stage spiral inlet is 10% larger than the tangential inlet, and show the highly air emission effect and the highly inflow efficiency at the high inflow discharge. In case of the tangential inlets, the air emission effect decreased after exceeding the maximum inflow discharge, which is required to maintain the inherent performance of the tangential inlet. From the measurements, the empirical formula for the cross-sectional area of the air-core according to locations inside the drop shaft was proposed in order to provide the experimental data available for the inlet model used in experiments.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.12 no.4
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• pp.167-177
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• 1992

This study analyses theoretically the bearing capacity of shallow foundation, considering the effect of roughness of base. The new bearing capacity factors based on the concept of limit equlibrium are succesfully derived. The simplified formula corresponding to the newly derived expressions are developed as well. The results of the present study are comparable to the conventional theories i.e., Terzaghi's, Meyerhofs, Vesic's and Yamaguchi's. In conclusion it is recommended that the upper limit of friction angle of soil be ${\varphi}=40^{\circ}$, and the angle of base friction be adquetely used with various ranges of ${\varphi}$ for safe designs and constructions.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.14 no.2
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• pp.128-135
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• 2002

An existing numerical model fo r determining the wave field and pore pressures inside rubble mound breakwater was reformulated here especially to enhance the predictability of interior pore pressures. The pore pressures strongly depend on the nonlinear wave field occurring along frontal slope which is very difficult to be numerically reproduced. In the present study, hence, the amplitude and phase informations of wave pressures along the frontal slope are obtained directly through a hydraulic model test and are incorporated into the numerical model. The interior wave field is analyzed by a boundary element method, and thereby the pore pressures are determined. It was found that the calculated pore pressures agreed quite well with experimental values.

• Proceeding of EDISON Challenge
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• 2014.03a
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• pp.498-500
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• 2014

EDISON 나노물리 사이트에 탑재된 Drift-Diffusion 기반 bulk P/N Junction Diode 특성 해석용 SW를 이용해 P-N접합의 특성을 파악해보았다. n과 p영역에서의 순수 도너와 억셉터 농도를 통해 내부 전위 장벽을 구한다. 구한 내부 전위 장벽을 통해 공핍폭 W를 구할 수 있다. 이 논문에서는 일방접합의 공핍영역폭을 표현하는 식과 시뮬레이션을 통해 얻어진 공핍영역폭을 비교 분석하였다.

• Proceedings of the Korean Institute of Industrial Safety Conference
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• 2002.05a
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• pp.28-32
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• 2002

본 연구는 시멘트 저장 silo 내부의 적분(Coating) 청소(제거) 작업시 지속적으로 발생하는 적분 붕괴로 인한 산업사고 예방에 목적이 있다, 연구에서 제시된 개선방안의 골자는 시멘트 인출을 위해서 silo 내부로 공기를 송급하는 Aeration system에 냉동식 미압 air dryer를 적용하여 송급 공기를 제습함으로써 적분생성을 억제하는 것이다.(중략)