• Magazine of the Korea Concrete Institute
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• v.4 no.1
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• pp.119-126
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• 1992

AC] 318-H9 Recommended that when the specified compressive strength of concrete in a column is greater than 1. 4 times that specified for a floor system, top surface of the colurrm concrete shall extend 2ftU;OOrrun) into the slab from the face of colUlml to avoid unexpected brittle failure. The purpose of this investigation is to suggest the basic information for the structural safety, The major variables are com preSSlve strength of concrete, shear confinement ratio, and loading types. The test results showed that the load capaCIty of speCImen subjected to monotOI1lC loading had more than that of specimen subjected to one way cyclic loading. The failure modes of specimens under cyclic loading were concentrated at 5-20cm apart region from beam-column joint face and ductility index are increased with increasing of shear confinement ratio. Keywords: ACI 318-89, High and Low Strength Concrete, Beam-Column Joint, Shear Confinement Ratio, Loading Type, Ductility Index, Extension Distance.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.35 no.4
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• pp.243-248
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• 2022

Weight optimization was performed for a rotorcraft shaft system using one-dimensional Euler-Bernoulli beam elements. Torsion, shaft support stiffness such as bearings, flange mass are all considered. To guarantee structural dynamic stability, eigenvalue analysis was performed to avoid critical speed and tooth mesh excitation form the gearbox. The weight optimization was performed by adjusting the thickness and radius while the length of the shaft was fixed, and the optimization process was divided into two stages. In the first, the weight is optimized with the torsional strength constraint. In the second, the difference between the primary mode of shaft and the critical speed is maximized so that the primary mode of the shaft can avoid the critical speed while the constraint on the torsional strength of the shaft is satisfied according to the standard for shaft system stability (AMC P 706-201, 1974). The proposed method was verified by comparing the results of the optimal design using the given one-dimensional beam elements with the stress results of the 3D finite element and the actual manufactured shaft.

• Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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• 2009.11a
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• pp.275-275
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• 2009

CdTe(331)/Si(211) and CdTe(400)/Si(100) thin films have been grown by MOCVD(metal organic chemical vapor deposition) system for large scale of IFPAs(IR focal plane arrays). We have investigated the effect of various growth parameters on the surface morphology and structural quality. Single crystalline CdTe(331) films were grown by two stage growth method - low temperature buffer layer step and high temperature growth step. In other case, single crystal of CdTe(400) films were grown on a few atomic layer thickness of GaAs which is grown on Si(100) substrate by molecular beam epitaxy. The crystalline quality of the films was analyzed by X-ray diffraction. The surface morphology and crystal structure of CdTe films were characterized by optical microscope.

• Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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• 2009.11a
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• pp.206-206
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• 2009

RF Magnetron Sputtering 방법을 통해 ZnS:Mn 박막 형광체를 증착한 다층 TFEL (Thin-Film Electroluminescent) Backlight 소자를 제작하였다. Alumina 기판 위에 Au 전극과 PMN 후막 유전체를 Screen printing 기법으로 층을 형성하였다. 그 위에 MgO 박막 유전체를 E-Beam 장비를 이용하여 증착 후, ZnS:Mn 박막 형광체를 50 W 의 저전력으로 약 8000 ${\AA}$ 두께로 증착하였다. 형광체는 Sputter 증착 시 Sulfur 부족 현상을 보상해주기 위해 ZnS:Mn (0.5%) Target 에 2 at % 의 Sulfur를 첨가하였으며, 상부 전극으로 사용할 ITO 는 DC Magnetron Sputter 를 이용하여 증착하였다. 어닐링 공정은 Air 분위기에서 급속 열처리 장치 (RTA, Rapid Thermal Annealing) 을 이용하여 600 $^{\circ}C$에서 20 분 진행하였다. 이러한 과정들을 통해 저전압 고휘도의 TFEL Backlight 소자를 제조할 수 있었다.

• 한국생물공학회:학술대회논문집
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• 2000.04a
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• pp.185-188
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• 2000

Disinfection and molecular weight changes by electron beam irradiation has been examined. Before radiation, the viscosity of oven-dried HA decreased about 30% but the viscosity of vacuum-dried HA did not decrease. The number of viable cell depends on the relative humidity(RH). The cell number decreased about 30% in RH 0% and about 10% in RH 100%. After radiation, the decrease in the molecular weight of the hyaluronic acid was larger in the RH=0% than in the RH=100% and was larger in the vacuum-dried HA than in the oven-dried HA. The extent of disinfection were similar for all form.

• Proceedings of the Korean Society of Machine Tool Engineers Conference
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• 1997.10a
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• pp.120-126
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• 1997

This paper examines the crack growth behavior of 7075-T651 aluminum alloy under high-low block loading condition. The cantilever beam type specimen with a chevron notch is used in this study. The crack growth and closure are investgated by compliance method. The applied initial stress ratios are R=-0.5, R=0.0 and R=0.25 Crack length($\alpha$), effective stress intensity factor range(ΔKeff), ratio of effective stress intensity factor range(U) and crack growth rate(d$\alpha$/dN) etc. are inspected fracture mechanics estimate.

• Bulletin of the Korean Space Science Society
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• 2004.04a
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• pp.100-100
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• 2004

Silicon Charge Detector is to measure the charge of incident cosmic-ray nuclei with a resolution of 0.2 charge unit for atomic number, Z=1-30 with energy range from 1 to 1000 TeV. It is one of detectors for CREAM (Cosmic Ray Energetics And Mass) experiment to test current models of source and acceleration mechanisms of ultra high energy cosmic rays. It's first flight will be with a NASA zero pressure balloon planned to be launched from McMurdo Station, Antarctica in December 2004. (omitted)

• Structural Engineering and Mechanics
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• v.63 no.4
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• pp.447-456
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• 2017

The primary objective of this paper is to study the effectiveness of anchorage on the performance of shear deficient beams externally strengthened with CFRP composites. The overall behavior of the tested beams loaded up to failure, the onset of the cracking, and crack development with increased load and ductility were described. The use of CFRP composites is an effective technique to enhance the shear capacity of RC beams by using CFRP strips anchored into the tension side and from the top by 15-34% based on the investigated variables. Bonded anchorage of CFRP strips with width of 0.1h-0.3h to the beam resulted in a decrease in average interface bond stress and an increase in the effective strain of the FRP sheet at failure, which resulted in a higher shear capacity as compared with that of the U-wrapped beams without anchorage as well as delay or mitigate the sheet debonding from the concrete surface.

• Smart Structures and Systems
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• v.13 no.3
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• pp.435-451
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• 2014

In this paper, we investigate the vibration control of multimodal structures and present an efficient control law that requires less energy supply than active strategies. This strategy is called modal global semi-active control and is designed to work as effectively as the active control and consume less power which represents its major limitation. The proposed law is based on an energetic management of the optimal law such that the controller follows this latter only if there is sufficient energy which will be extracted directly from the system vibrations itself. The control algorithm is presented and validated for a cantilever beam structure subjected to external perturbations. Comparisons between the proposed law performances and those obtained by independent modal space control (IMSC) and semi-active control schemes are offered.

• Proceedings of the Korea Concrete Institute Conference
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• 1999.04a
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• pp.715-720
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• 1999

The objective of this study is to develope a new equation that can predict the flexural capacity in RC beams strengthened with Carbon Fiber Sheets(CFS). To evaluate the influence of each experimental variable, the conducted experimental test data were investigated; the variables that had an effect on the increment of the flexural capacity were the number of plys, the strengthening length, the reinforced type such as U-type after reinforcing the bottom of the beam. The previous equations were compared using the existing experimental test data, then analyzed for the merits and demerits of existing equations, using the coefficient of correlation(R). The proposed equation was derived in such a way that main parameters and their combination were obtained from the analytical study and then their coefficients were determined by regression analysis using the previous test data. As a result, the proposed equation showed the better agreement than the previous equations.