• Journal of the Korean Society of Manufacturing Process Engineers
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• v.6 no.3
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• pp.47-52
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• 2007

LMTT (Linear Motor based Transfer Technology), which is a new type transfer system used in the maritime container terminal for the port automation, is driven by PM LSM (Permanent Magnetic Linear Synchronous Motor), and largely consists of a controller, shuttle car, and rail. The shuttle car is divided into the frame part, the driving part, and wheels. Because the shuttle car is supported by four wheels in opposition to have five times length for the width of it, a larger deflection than other transfer system using the linear motor occurs. This deflection changes the gap between the mover and the stator, and then brings on an ununiform thrust force. So in this study, we dealt with the structural design for the mover of the shuttle car to generate the uniform thrust force for the efficient control of it. For the investigation, the thickness for each beam of the mover was adopted as design variables, the weight of the mover as objective function, and stress and deflection of the mover as constraint condition.

• Proceedings of the Korean Vacuum Society Conference
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• 2010.08a
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• pp.266-266
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• 2010

Ion beam sputtering(IBS)을 이용한 pattern 형성은 대상 물질의 제한이 적고 물리적 변수의 조절에 의해 쉽게 nano 구조의 형태와 크기를 조절할 수 있다는 점에서 관심을 받아오고 있다. 하지만 IBS를 이용한 pattern 형성이 어려운 물질들도 있어 다양한 기판에서의 nano pattern 형성에 관련된 많은 연구가 보고되고 있다. 본 연구발표에서는 유용한 반도체인 Si 표면에서의 IBS를 이용한 nano 구조 형성이 가능함과 그 과정에 대해 말하고자 한다. Ru을 100nm 두께로 증착시킨 Si(100)을 sputter 했을 때, Ru 표면에 잘 order된 nano pattern이 형성되었다. Sputter 시간이 증가하면서 pattern은 유지된 채 Ru이 깎여 나가다가 pattern의 가장 낮은 부분부터 Si기판이 드러나게 된다. 이 때 노출된 Si은 sputtering에 의해 깎여나가고 아직 Ru이 덮여있는 부분의 Si은 그대로 유지되어, Ru이 모두 sputter 되면서 보여지는 Si의 pattern은 Ru의 그것과 동일한 형태를 띄게 된다. 그 결과, Ru의 pattern이 Si으로 transfer되었음을 AFM과 SAM을 통해 확인할 수 있었다. 또한 IBS를 이용해 pattern 형성이 힘든 metallic glass에도 같은 방식으로 Ru을 쌓아 sputter 해봄으로써 pattern transfer를 확인해 볼 계획이다. 이러한 pattern transfer는 sputtering을 통한 pattern 형성이 어려웠던 다른 물질들에 그 가능성이 있음을 보여주고 있어 sputtering의 응용 폭이 넓어질 것을 기대한다.

• The Journal of the Korea Contents Association
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• v.13 no.7
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• pp.102-109
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• 2013

The purpose of this study is to express imagination which is not limited to the description of the facts and reproduce the photos as a media to explore the new possibilities for creative expression and the experience of the day-to-day operations for the implementation of the scheme of art genre. The art work for this study using digital images in Autodesk Combustion Workspace as the upper and lower layers were synthesized using the Transfer Mode feature. This study proposed a new photomontage production model, and challenged for the Possibility of a variety of visual representations of media art. Especially the production presents in this study can be applied to various video.

• Journal of the Earthquake Engineering Society of Korea
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• v.7 no.3
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• pp.69-77
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• 2003

This paper presents test results on eight reduced beam section(RBS) steel moment connections. The testing program addressed bolted versus welded web connection and panel zone(PZ) strength as key variables, Specimens with medium PZ strength were designed to promote energy dissipation from both PZ and RBS regions such that the requirement for expensive doublet plates could be reduced. Both strong and medium PZ specimens with a welded web connection were able to provide satisfactory connection rotation capacity for special moment-resisting frames. On the other hand, specimens with a bolted web connection performed poorly due to premature brittle fracture of the beam flange of the weld access hole. If fracture within the beam flange groove weld was avoided using quality welding, the fracture tended to move into the beam flange base metal of the weld access hole. Plausible explanation of a higher incidence of base metal fracture in bolted web specimens was presented. The measured strain data confirmed that the classical beam theory dose not provide reliable shear transfer prediction in the connection. The practice of providing web bolts uniformly along the beam depth was brought into question. Criteria for a balanced PZ strength improves the plastic rotation capacity while reduces the amount of beam distortion ore also proposed.

• Journal of Korean Society of Steel Construction
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• v.28 no.5
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• pp.345-354
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• 2016

In the present study, hybrid moment connections of welding and bar reinforcement for composite beam-column connections were proposed. Concrete-filled octagonal tube and U-section were used for the column and beam, respectively. In the beam-column connection, the top flange and web of the beam U-section were connected to the column plate by welding. However, to reduce stress concentration at the weld joints, the bottom flange of the beam was not welded to the column plate. Instead, to transfer the tension force of the beam flange, reinforcing bars passing through the column plate were used. Four exterior connections with conventional welded and hybrid moment connections were tested under cyclic loading and their cyclic behaviors were investigated. The test results showed that the hybrid moment connections successfully transferred the beam moment to the column. The strength and ductility of the hybrid moment connections were comparable to the conventional welded moment connection with exterior diaphragm; however, the connection performance was significantly affected by the details of the hybrid moment connection.

• Proceedings of the Earthquake Engineering Society of Korea Conference
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• 2000.10a
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• pp.269-277
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• 2000

This paper describes a seismic design procedure for steel moment connections with welded straight haunch. Recent test results showed that welding a straight haunch beneath the beam could be a viable solution for not only repair and rehabilitation of pre-Northridge moment connections but also new construction. Although a design procedure for the connection with triangular welded haunch has been developed recently, it is not applicable for the straight haunch moment connection because the force transfer mechanism is different. A simplified analytical model that considers the force interaction and deformation compatibility between the beam and haunch is briefly presented first based on the writer`s previous study. A generic design procedure as well as details that minimize the stress concentration at the haunch tip are also recommended.

• Journal of the Korean Society for Precision Engineering
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• v.22 no.9 s.174
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• pp.60-68
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• 2005

To investigate the effects of beam focusing in the etching of polymers with short pulse Excimer lasers, a polymer etching model of SSB's is combined with a beam focusing model. Through the numerical simulation, it was found that in the high laser fluence region, SSB model considering both photochemical and thermal contribution is considered to be suitable to predict the etched hole shape than a simple photochemical etching model. The average temperature distribution into the substance obtained by assuming 1-D heat transfer is found to be fairly similar to the fluence distribution on the ablated surface. The experimental etching data fur polymers are used to give material properties for ablation model. The fitted etch depth curve gives a nice agreement with the experimental data.

• Journal of the Korean Magnetic Resonance Society
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• v.12 no.2
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• pp.111-118
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• 2008

The mechanism of charge flow has been probed by measuring the $^{1}H$ chemical shift on a proton-irradiated ${KH_2}{PO_4}$ (KDP) single crystal. The proton irradiation caused the increase in $^{1}H$ chemical shift. It can be interpreted as the electronic charge transfer from the proton to oxygen atom, accompanied with the proton displacement along the hydrogen bond. For the high resolution $^{1}H$ chemical shift measurement, CRAMPS (Combined Rotation And Multiple Pulses) technique is utilized.

• Proceedings of the Korea Concrete Institute Conference
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• 2004.05a
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• pp.112-115
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• 2004

Bond between reinforcing bar and surrounding concrete is supposed to transfer load safely in the process of design of reinforced concrete structures. Bond failure of reinforcing bar generally take place by splitting of the concrete cover as bond force between concrete and reinforcing bars exceeds the confinement of the concrete cover and reinforcement. However, the confinement force has a limitation. Thus, the only variable is the bearing angle corresponding to the change of bond force. Higher rib height bars possessing higher shearing resistance can maintain higher bearing angle and higher splitting resistance when bars are highly confined, and consequently higher bond strength, than lower rib higher bars. In this study, from the evaluate bond strength of high Relative Rib Area Bars Using beam-end test specimens are compared with the current provisions for development of reinforcement, and the improved design method of bond strength is proposed.

• Proceedings of the Korea Concrete Institute Conference
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• 1999.04a
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• pp.393-398
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• 1999

The main objective of this project is to define the ultimate bond performance of domestic prestressing strands in the precast prestensioned concrete beams. Eight specimens from four different companies were fabricated and tested in this study. Four-point loading tests were performed on the beams of domestic strands with an arbitrary anchorage length. The research has shown, that all seven specimens except one failed in bond are capable of developing their full flexural capacity and the strands within them are fully anchored even with the sudden transfer of frame cutting. Following results are summarized from the tests conducted. 1) All of the specimens are tested at an embedment lengths much shorter than those required by the ACI code, failed in flexure except one failed in bond. 2) It seems that the beam depth can not be an effective variable to estimate the bond length within these sections and length of specimens on this tests. 3) The development length with the stirrup space which are considered for correction factors in the equations of Russel and Paulsgrove, is fully accurate to determine the required length for the beam tested in this research.