• NEWSLETTER 전기공업
• /
• no.94-11 s.108
• /
• pp.43-45
• /
• 1994

• NEWSLETTER 전기공업
• /
• no.94-13 s.110
• /
• pp.52-63
• /
• 1994

• NEWSLETTER 전기공업
• /
• no.94-13 s.110
• /
• pp.49-51
• /
• 1994

• NEWSLETTER 전기공업
• /
• no.99-19 s.236
• /
• pp.2-3
• /
• 1999

• 전기산업
• /
• v.15 no.2
• /
• pp.108-111
• /
• 2004

• 전기의세계
• /
• v.46 no.9
• /
• pp.15-22
• /
• 1997

본 논문은 고장포용 시스템에서 고려되는 결함, 오류 및 고장의 개념과 특성을 살펴보고, 고장에 대한 강인성을 부가하기 위한 공간 여분(spatial redundancy) 및 시간 여분(time redundandy)을 바탕으로 다양한 고장포용의 설계 기법을 설명하며, 또한 고장포용 시스템의 성능을 평가하기 위한 다양한 기준중 확률적 접근방식에 바탕을 둔 신뢰도(reliability)와 가용성(availability), 그리고 유지성(maintainability)에 대해 설명한다. 또한, 고장포용기법의 연구용 목적으로 개발되어 일부는 실제 활용되고 있는 대표적인 고장포용 시스템들인 FTMP[3], STAR[4], SIEF[5], C.vmp[6] 등에 대해서 간단히 살펴보도록 하겠다.

• International Journal of Naval Architecture and Ocean Engineering
• /
• v.2 no.1
• /
• pp.14-23
• /
• 2010

A numerical model was developed for simulating a three-dimensional multilayer hydrodynamic and thermodynamic model in domains with irregular bottom topography. The model was designed for examining the interactions between flow and topography. The model was based on the three-dimensional Navier-Stokes equations and was solved using the fractional step method, which combines the finite difference method in the horizontal plane and the finite element method in the vertical plane. The numerical techniques were described and the model test and application were presented. For the model application to the northern part of Ariake Sea, the hydrodynamic and thermodynamic results were predicted. The numerically predicted amplitudes and phase angles were well consistent with the field observations.

• Journal of Integrative Natural Science
• /
• v.3 no.1
• /
• pp.43-48
• /
• 2010

본 논문은 지역 부분영상을 이용한 실시간 CCTV결합 시스템에 고나한 연구로써 프레임에 관한 결합 인식방법을 제안한다. 제안된 알고리즘은 기존에 비해 결합속도를 줄이고 이에 따라 전체적인 인식률을 높이는 것을 목표로 하고 있다. 기존 방법인 SIFT알고리즘은 특허가 있고 처리속도가 늦기 때문에 본 논문에서 개선된 지역영상 재생성 방식을 이용하여 실질적으로 CCTV 처리속도에 맞추어 속도를 높였다. 논문은 지역화 이미지를 이용하여 인식률과 속도를 바탕으로 전체적인 시스템 구현과 함께 알고리즘을 소개하는 것으로 구성되어 있으며 실제 실험을 통한 성능을 비교 평가 하였다. 실시간으로 동작하는 CCTV에 적용시킴으로 각각의 화면이 아닌 Inline System으로 감시자의 신체적 피로를 줄이고 경제적인 효과를 볼 수 있고 일반 사용자들도 쉽게 사용할 수 있는 저비용 시스템을 구축하였다.

• International Journal of Naval Architecture and Ocean Engineering
• /
• v.2 no.2
• /
• pp.68-74
• /
• 2010

The development of a numerical model using the fractional area/volume obstacle representation (FAVOR) method for predicting a nearshore current field bounded by complicated geometric shapes, and a three-dimensional (3D) beach evolution was described in this article. The 3D model was first tested against three cases to simulate the nearshore current fields around coastal structures, a river mouth, and a large scale cusp bathymetry. Then, the morphodynamic model tests, which are adopting the nearshore current model, were applied for the computations of beach evolution around a detached breakwater and two groins. It was confirmed that the presented model associated with the FAVOR method was useful to predict the nearshore current field in the vicinity of the complicated geometric shapes. Finally, the model was applied to a tombolo formation in a field site of Kunnui fishery port, which is located in Hokkaido, Japan.

• International Journal of Naval Architecture and Ocean Engineering
• /
• v.3 no.3
• /
• pp.216-224
• /
• 2011

In This study develops a quasi-three dimensional numerical model of wave driven coastal currents with accounting the effects of the wave-current interaction and the surface rollers. In the wave model, the current effects on wave breaking and energy dissipation are taken into account as well as the wave diffraction effect. The surface roller associated with wave breaking was modeled based on a modification of the equations by Dally and Brown (1995) and Larson and Kraus (2002). Furthermore, the quasi-three dimensional model, which based on Navier-Stokes equations, was modified in association with the surface roller effect, and solved using frictional step method. The model was validated by data sets obtained during experiments on the Large Scale Sediment Transport Facility (LSTF) basin and the Hazaki Oceanographical Research Station (HORS). Then, a model test against detached breakwater was carried out to investigate the performance of the model around coastal structures. Finally, the model was applied to Akasaki port to verify the hydrodynamics around coastal structures. Good agreements between computations and measurements were obtained with regard to the cross-shore variation in waves and currents in nearshore and surf zone.