• Proceedings of the Korean Geotechical Society Conference
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• 2002.10a
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• pp.390-397
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• 2002

In this study, static pile load tests with load transfer measurement for a pile socketed into weathered rocks were performed. Axial load transfers during static pile load test were measured and analyzed. Three large diameter piles socketed into weathered rock were behavior behaved as friction pile.

• Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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• 2008.06a
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• pp.523-524
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• 2008

전자빔의 산란에 의한 자기 공명현상과 지파 사이크로트론과의 상호작용에 의한 해석에서 체렌코프 발진이 일어나는 것은 확인하기 위하여 대구경 후진파 발진기를 이용한 실험을 하였다. 전자계와 전자빌의 상호작용을 위한 조절을 위하여 도파관의 반경과 진폭, 파장을 조절하였으며 이에 따른 주파수의 발진을 알수 있었다.

• Proceedings of the Korean Vacuum Society Conference
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• 2012.08a
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• pp.306-306
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• 2012

사파이어 단결정은 LED 소자의 기판으로 널리 사용되고 있으며 현재 소재 수율을 향상시키기 위하여 6인치 이상의 대구경 웨이퍼를 만들기 위하여 많은 노력을 경주하고 있다. 단결정, 특히 반도체 단결정 웨이퍼에서($00{\cdot}1$), ($11{\cdot}0$) 등의 어떠한 결정학적인 방위(crystallographic orientation)가 표면과 이루는 각도, 즉 표면방위각(off-cut 또는 misorientation angle)의 크기와 방향은 제조된 LED 소자의 물성에 영향을 끼치므로 웨이퍼를 가공할 때 정확하게 컨트롤해야한다. 본 연구에서는 고분해능 X-선을 이용하여 표면이 결정학적 방향과 이루는 면방위각을 정밀하게 결정하는 측정법을 연구하였다. 본 연구에서는 기존의 ASTM 의 측정법과는 다른 원리를 이용하고 웨이퍼의 휨(bending)이나 측정고니오 회전축의 편심과 무관하게 표면방위각을 결정하는 새로운 이론적 모델을 제시하고 그 모델을 적용하여 표면의 수직축이 대구경 사파이어($00{\cdot}1$) 축과 이루는 표면방위각을 정확하게 측정 분석하였다. 그리고 이러한 측정방법의 장점을 이용하여 ASTM의 측정법과 면방위 측정 결과를 비교 분석 하였다. 150 mm 사파이어 웨이퍼를 ASTM의 방법으로 면방위를 측정하였을 때 고분해능 장비에서 회전축 ${\Phi}$의 기준을 다르게 설정함에 따라서 수직/수평 면방위 측정결과가 많은 차이를 보였다. 그러나 본 연구에서 사용한 측정법에서는 이러한 수직/수평 면방위의 값들이 거의 변화하지 않고 일정하게 나타나는 것을 확인 하였으며, 측정한150 mm 사파이어 웨이퍼의 표면방위각은 $0.21^{\circ}$이고 표면각이 나타나는 방향은 웨이퍼의 primary edge 방향으로부터 $1.2^{\circ}$벗어나 있는 방향이었다.

• Korean Journal of Optics and Photonics
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• v.13 no.1
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• pp.1-8
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• 2002

Optical payloads for earth-observation satellites become bigger as the required resolution becomes finer. For example, the diameter of the primary mirror of IKONOS, which has ground sampling distances of 1m/4m in panchromatic/multi spectral bands, is about 700mm. As the size of optical payload becomes bigger, the light-weighting of the mirrors becomes more significant. This paper presents the FEM results of the following four mirror types of 300 m diameter under gravity release and temperature changes: flat back mirror, single arch mirror, double arch mirror, and honeycomb sandwich mirror. Furthermore, this paper extends the FEM results to larger mirrors up to the diameter of 1m based on a general scaling law and Valenete\`s equation.

• Journal of the Korean Geotechnical Society
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• v.21 no.1
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• pp.93-103
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• 2005

Both static pile load test with load transfer measuring system and the pile dynamic load test are performed to estimate the skin friction and behavior characteristics of a large drilled shaft. And the numerical modeling of large drilled shaft is performed by applying the FDM program. Since the magnitude of friction resistance depends on the relative displacement between soil and shaft, load and displacement at the arbitrary depth along the large drilled shaft are estimated to analyze the correlation. According to the measuring results of load transfer, unit skin friction along the large drilled shaft was fully mobilized at gravel layer in the middle of shaft and the frictional resistance transmitted to bedrock was relatively small. Also, even for the same drilled shaft, the results of PDA and static load test are different with each other and the difference is discussed.

• Journal of Ocean Engineering and Technology
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• v.25 no.6
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• pp.35-41
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• 2011

Recently, as large structures, which should support large design loads have been constructed, the study on the large diameter composite pile becomes necessary. The large diameter composite pile has the diameter over 700mm and consists of two parts of the upper steel pipe pile and the lower PHC pile by a mechanical joint. In this research, to analyze the bearing capacity and the material strength of the composite pile, three dimensional numerical analyses were performed. First, the numerical modeling method was verified by comparing the calculated load-movement curves of the pile with those of the field pile load tests. Then, a total of twelve analyses were performed by varying pile diameter and loading direction for three pile types of PHC, steel pipe and composite piles. The results showed that the vertical and the horizontal load-movement curves of the composite pile were identical with those of the steel pipe pile and the horizontal material strength of the composite pile was 60-80% larger than that of the PHC pile.

• Journal of Korean Society of Steel Construction
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• v.27 no.4
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• pp.399-410
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• 2015

Concrete filled steel tube(CFT) has outstanding deformation capacity and strength in comparison with reinforced concrete or steel tube. CFT drilled shaft, which is developed large shear force due to seismic load and soil liquefaction, is designed as large diameter. However, shear design equations of the current standards do not consider bond stress of CFT and it results in extremely conservative design. Currently, previous studies for improving shear equations scarcely exist and are impossible applied to large CFT drilled shafts since these studies focus on only small scale experimental research. In this study, eventually to propose improving shear equation of large diameter CFT, it is preliminary research to compare and investigate the previous studies and current standards.

• Journal of the Korean Institute of Telematics and Electronics
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• v.19 no.2
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• pp.14-22
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• 1982

The design and manufacfure technology of the large aperture cassegrain antenna was first studied in the country, and its performances in a trial manufactured product are measured and compared. In order to design this cassegrain antenna with reference to several literatures, the schemed order was decided. Especially, for the cassegrain antenna of 4.6m diameter which is becoming the television receiving antenna directly from satellite, in advanced countries, the 1/12 sized small section of its parabolic curved surface is made primarily with the precision of less difference than 1/16λ depth. Cares are taken also on the computer program so that the size and position of primary radiator may satisfy the minimum blocking with the given sub-reflector. The preformances of the designed antenna are shown as being 43dB in gain, 1.15 or less in VSWR, 1.1$^{\circ}$ of beam angle etc., and found to be not worse than those of foreign productions with similar type and size.

• Journal of the Korean Society for Precision Engineering
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• v.30 no.3
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• pp.324-330
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• 2013

This paper describes a novel method to surface large optics mirror with an extremely high hardness, which could replace the high cost of the repetitive off-line measurement steps and the large ultra-precision grinding machine with ultra-positioning control of 10 nm resolution. A lot of diamond pellet to be attached on the convex aluminum base consists of a grinding tool for the concave large mirror, and the tool was pressured down on the large mirror blank. The tool motion at an interval on the spiral path was controlled with each feed rate as the dwell time in the conventional computer-controlled polishing. The shape to be surfaced was measured directly by a touch probe on the machine without any separation of the mirror blank. Total 40 iterative steps of the surfacing and measurement could demonstrate the form error of RMS $7.8{\mu}m$, surface roughness of Ra $0.2{\mu}m$ for the mirror blank with diameter of 1 m and spherical radius of curvature of 5400 mm.

• Korean Journal of Optics and Photonics
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• v.28 no.6
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• pp.304-313
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• 2017

The finite element analysis for optimizing a mirror system consisting of a large-diameter mirror and flexures requires numerous, repetitive calculations and corrections of the actual model to satisfy the given design conditions. In general, modification of this real model is conducted by reconfiguring nodes of the elements. The reconfiguration is very time-consuming work, to fix the continuity of each of the newly formed component nodes at the interfaces. But the process is a very important factor in determining the analysis time. To save time in modeling and actual computation, and to attain faster convergence, we present a new opto-mechanical analysis using non-shared node connections at each of the interfaces of the optical components. By comparing the results between the new element model and a conventional element model with shared node connections, we found that the opto-mechanical performance was almost the same, but the time to reach the given condition was drastically reduced.