• Proceedings of the KIEE Conference
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• 2007.07a
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• pp.1406-1407
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• 2007

본 논문에서 제안한 ac-PDP(Plasma display panel) 셀구조는 Long gap의 전극 사이에 보조 전극을 삽입한 구조이다. 일반적으로, long gap 구조를 가진 PDP cell은 높은 방전 개시 전압을 가지므로, Long gap 전극 사이에 보조전극을 삽입하여 방전 개시 전압을 낮춤과 동시에 휘도 상승, 소비 전력의 감소효과로 발광효율의 향상을 가져왔다. 제안한 구조의 구동을 위하여 asymmetric mode와 long gap mode라는 2가지 파형을 가지고 실험하였다. 두 파형은 공통적으로 기존의 ADS(Address and Display period Separated)파형을 Y(Scan), Z(Common), A(Address) 전극에 인가하였으며, 보조적극에는 Z(Common) 전극의 파형을 수정한 형태로 인가하였다. Asymmetric mode는 보조전극에 Z(Common) 전극에 인가되는 파형과 같은 형태의 파형을 인가하여 Long gap의 구조를 가지지만 Short gap에서 방전이 가능하도록 설계하였고, long gap mode는 보조전극에 인가되는 Z(Common) 파형 중 sustain pulse를 초기 3개만을 주어 Short gap에서 방전을 개시함과 동시에 priming 입자를 생성하고, 나머지 sustain 구간에서는 floating시켜 이미 생성된 priming 입자를 long gap에서 구동을 가능하도록 하였다.

• Journal of the Korean GEO-environmental Society
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• v.5 no.1
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• pp.65-73
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• 2004

The analysis of corrugated steel pipes is depending on a second dimension frame analysis or compressed ring model. This is the analysis not to consider the behavior of soil-structure interaction. The behavior of load resistance system is varied according to the depth of cover and the spacing of corrugated steel pipes structure. Therefore, the behavior characteristic of corrugated steel pipes was confirmed through finite element analysis to consider the activity of soil-structure interaction. If soil cover is filled up to the more of optimal depth, behavior of corrugated steel pipes are similar to those of ductile steel pipes according to the earth pressure distribution and effects of traffic loads are decreased. But, If soil cover is filled up to the less of optimal depth, corrugated steel pipes can't behave completely as ductile steel pipes because the passive earth pressure acting on side of corrugated steel pipes is decreased according to the decrement of vertical earth pressure, and the traffic loads influence on the section forces is increased, so that the traffic loads dominated the behavior of corrugated steel pipes.

• Geophysics and Geophysical Exploration
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• v.11 no.3
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• pp.177-183
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• 2008

The sub-salt imaging technique becomes more crucial to detect the hydro-carbonates in petroleum exploration as the target reservoirs get deeper. However, the weak reflections from the sub-salt structures prevent us from obtaining high fidelity sub-salt image. As an effort to overcome this difficulty, we applied the waveform inversion by implementing multi-grid technique to the sub-salt imaging. Through the comparison between the conventional waveform inversion using fixed grid and the multi-grid technique, we confirmed that the waveform inversion using multi-grid technique has advantages over the conventional fixed grid waveform inversion. We showed that the multi-grid technique can complement he velocity estimation result of the waveform inversion for imaging the sub-salt structures, of which velocity model cannot be obtained correctly by the conventional fixed grid waveform inversion.

• Journal of the Korea institute for structural maintenance and inspection
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• v.15 no.3
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• pp.155-162
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• 2011

The structures that use the bridge plates are considered to have advantages such as short work term, excellent economical efficiency and low maintenance cost. Bridge plates are being widely used for water ducts and eco-corridors as replacements of reinforced concrete ducts. Bridge plates are deep and have greater pitch as compare to conventionally deep corrugated steel plate. They are expected to be increasingly used in the future. The structures that use bridge plates have two forms, such as arch type and box type. The arch type structures are designed based on the compressive strength, and the box type structures, based on the moment in the plate member. In this study, the ultimate strength and moment strength of the connection part of the specimens were examined by their thickness. Static and bending tests used to evaluate the performance of bridge plate. Finally, These results were used in the design process.

• Computational Structural Engineering
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• v.16 no.1
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• pp.73-76
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• 2003

• Journal of the Korean Society for Nondestructive Testing
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• v.28 no.2
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• pp.211-216
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• 2008

In this study, we have developed a program which can calculate phase and group velocities, attenuation and wave structures of each mode in multi-layered plates. The wave structures of each mode are obtained, varying material properties and number of layers. The key in the success of guided wave NDE is how to optimize the mode selection scheme by minimizing energy loss when a structure is in contact with liquid. In this study, the normalized out-of-plane displacements at the surface of a free plate are used to predict the variation of modal attenuation and verily the correlation between attenuation and wave structure. It turns out that the guided wave attenuation can be efficiently obtain from the out-of-plane displacement variation of a free wave guide alleviating such mathematical difficulties in extracting complex roots for the eigenvalue problem of a liquid loaded wave guide. Through this study, the concert to optimize guided wave mode selection is accomplished to enhance sensitivity and efficiency in nondestructive evaluation for multi-layered structures.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.17 no.9
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• pp.51-56
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• 2016

Corrugated bulkheads have many advantages compared to stiffened bulkheads, and they have thus been used for the cargo tank bulkheads of commercial vessels, such as bulk carriers, product oil carriers, and chemical tankers. Various studies have been carried out to find the optimum corrugation shape for bulk carriers, but optimum design studies for chemical tankers with bulkheads made of high-priced materials are scarce. The purpose of this study is to develop a minimum weight design method for horizontal corrugated bulkheads for a chemical tanker. An evolution strategy (ES) that searches for a reliable global optimum point was applied as an optimization technique, and the structural safety of the optimum design was verified through structural analysis using the finite element method (FEM). The results were compared with those of an existing ship, which showed a weight reduction of about 14% with equivalent structural strength.

• Journal of the Korea institute for structural maintenance and inspection
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• v.15 no.3
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• pp.79-87
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• 2011

Deep corrugated steel plate structure has more compressive force and flexibility in bending behavior than short span structure. Asymmetric earth pressure distribution has occurred during construction. Ultimate strength and moment in domestic area, having superior ability at bending strain has been examined in this study. Based on the result of the study preceded, performance of Deep corrugated steel plate specimen has been evaluated by comparing increase of strength according to the increase of reinforcement content in bolt connections and failure mode of specimen.

• Journal of The Korean Society of Agricultural Engineers
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• v.52 no.4
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• pp.11-17
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• 2010

본 논문의 주된 목적은 농업용 이동로 또는 농업용수의 공급을 위하여 사용되는 파형 강판 파이프아치 암거가 고속도로 및 지방국도를 통과할 때 설계 및 시공 시 요구되는 최소 토피 두께를 제안하는데 있다. 1998년 이후 농업용 목적으로 사용되는 파형 강판 암거는 서해안 고속도로의 건설과 더불어 그 수요량이 증가하였으며, 이에 따른 설계 및 시공의 빈도수 또한 지속적으로 증가하고 있는 추세이다. 그러나 이를 뒷받침 할 수 있는 국내 규정은 아직 미약한 실정이다. 따라서 본 연구에서는 파형 강판 암거의 설계 및 시공 시 고려해야 할 가장 중요한 인자 중 하나인 최소 토피에 대한 연구를 수행하고 그 두께를 제안하였다. 현재 국내 및 미국에서 사용되고 있는 최소 토피 두께는 암거의 스판 길이 또는 스판 길이와 암거의 높이 비율의 관계로부터 정해지는 것으로 구조적인 특성치를 포함하고 있지 않다. 제안된 최소 토피 두께는 암거의 형상적 특성, 설계 하중, 강판의 구조적특성과 손상 등을 반영하여 파형 강판 암거의 안전성을 극대화 하였다. 제안된 토피 두께는 미국과 국내 도로공사에서 규정하고 있는 토피 두께와 비교 분석하였으며, 그 결과 국내 규정이 더욱 안전성을 고려하고 있음을 알 수 있었다.

• Transactions of the Korean Society of Mechanical Engineers B
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• v.41 no.5
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• pp.329-339
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• 2017

Impingement jets have been applied in a wide variety of fields as they provide significantly high heat transfer on the impingement-jet stagnation zone. However, the crossflow in an impingement chamber developed by spent wall jets can disrupt and deflect the downstream jets in the array, leading to a decrease in the cooling performance of an array of impingement jets. A numerical analysis is made of the fluid flow and heat transfer characteristics in a corrugated structure that traps the spent air in the corrugations between impingement jets and reduces crossflow effects on downstream jets. All computations are performed by considering a three-dimensional, steady, and incompressible flow by using the ANSYS-CFX 15.0 code. The effects of the configuration parameters of the corrugated structure on crossflow reduction of the array of impingement jets are presented and discussed.