• Proceedings of the Korean Society For Composite Materials Conference
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• 2003.10a
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• pp.211-216
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• 2003

Coated bars are protecting reinforcing bars from corrosion and enhancing durabilities of reinforced concrete structures are tested to evaluate corrosion protection properties. Tests are performed based on the relevant standards of ACI and ASTM, such as chemical resistance, salt water spray, salt crack test and chloride permeability test with the main variable of the coating thickness. Three type materials are tested by Polyethylene, epoxy and bare bar. Test results show good chemical protection property and chloride permeability. Polyethylene coated bar is good coating material than any other materials.

• Proceedings of the Korea Concrete Institute Conference
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• 1996.04a
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• pp.300-305
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• 1996

Reinforced concrete column is an effective structural element to take advantage of high strength concrete. This paper presents an experimental and analytical strength of high strength concrete rectangular tied column sections under eccentric loading. The test variables are concrete strength, steel ratios, slenderness and eccentricity. The analytical results of the ACI's rectangular stress block, Zia's modified rectangular stress block, and a trapezoid block are compared with experimentally obtained data. It may be concluded that the trapezoid stress block provided the most reasonable column section capacities for high strength concrete columns.

• Proceedings of the Korea Concrete Institute Conference
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• 2003.05a
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• pp.391-396
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• 2003

The concrete corbels consist of various failure mechanisms such as the yielding of the tension reinforcement, the crushing or splitting from compression concrete struts, and localized bearing or shearing failure under the loading plate. However, predicting those failure mechanisms is very difficult. In this study, the ACI 318-02, the softened strut-tie model approach, and the nonlinear strut-tie model approach are applied to ultimate strength analysis of normal strength concrete corbels tested to failure. From the result of the analysis, an effective analysis and design method of normal strength concrete corbels is suggested.

• Magazine of the Korea Concrete Institute
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• v.14 no.4
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• pp.56-58
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• 2002

$\ulcorner$콘크리트표준시방서$\lrcorner$ 에서는 "서중 콘크리트로서 시공해야 할 시기를 일률적으로 정하기는 곤란하나, 하루평균 기온이 $25^{\circ}C$ 또는 최고온도가 3$0^{\circ}C$를 초과하는 시기에 시공할 경우에는 일반적으로 서중 콘크리트로서 시공할 수 있도록 준비해 두어야 한다."고 규정하고 있고, $\ulcorner$ACI 305R$\lrcorner$ 에서는 "서중(hot weather)은 수분 손실률과 시멘트 수화율의 가속에 의하여 굳지 않은 콘크리트(fresh concrete)와 굳은 콘크리트(hardened concrete)의 품질을 저하시키는 다음 조건들이 공존하는 상태이다."고 규정하고 있으며 그 조건들은 a. 높은 대기 온도 b. 높은 콘크리트 온도 c. 낮은 상대습도 d. 바람의 세기(풍속) 이다.(중략)

• 대한관절경학회:학술대회논문집
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• 2009.10a
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• pp.165-169
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• 2009

연골 결손은 자체 치유 능력이 적어 그 크기가 1 cm 이상인 경우 골관절염이 발생할 수 있다. 최근에는 3-tesla MRI 등의 발전으로 인해 수술 전에 미리 연골 손상을 정확히 진단할 수 있어 연골 손상의 치료를 더욱 적극적으로 할 수 있다. 이제까지 연골 손상에 대한 수술적 치료는 세척술(lavage) 및 변연 절제술(debridement), 미세 천공술(microfracture), 자가 골연골 이식술(autologous osteochondral graft), 자가 연골 세포 이식술(autologous chondrocyte implantation, ACI), 동종 골연골 이식술(osteochondral allograft)이 있다.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 1992.10a
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• pp.61-66
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• 1992

The present paper deals with the optimum design of reinforced concrete cylindrical shell tanks in according to ACI 318-89 code. The purpose of this investigation is to find the optimum values of the steel ratio and the effective thickness of reinforced concrete cylindrical shell tanks. The analysts is carried out using a simple computer programming, SMAP(segmented matrix analysis package). The optimization is carried out using GINO programming. Optimum results for cylindrical shell tanks with uniform, stepwise and piecewise linealy varying thicknesses are presented.

• Proceedings of the Korea Concrete Institute Conference
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• 2005.05a
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• pp.403-406
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• 2005

This paper deals with the propriety of the shear test data with stirrup reported in ACI and ASCE structural journal and the shear resistance characteristics affected by compressive strength of concrere($f_{ck}$), shear span-to-depth ratio (a/d), tensile reinforcement ratio($\rho$), and shear reinforcement ratio($rho_{v}$). The analysis was accomplished by the 242 shear test data. The test data include the flexural failure data around 40$\%$.

• Proceedings of the International Microelectronics And Packaging Society Conference
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• 2003.09a
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• pp.3-17
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• 2003

.Package Trend -> Memory : Lighter, Thinner, Smaller & High Density => SiP, 3D Stack -> MPU : High Pin Counts & Multi-functional => FCBGA .Interposer Trend -> Via - Unfilled Via => Filled Via - Staggered Via => Stacked Via -> Emergence of All-layer Build-up Processes -> Interposer Material Requirement => Low CTE, Low $D_{k}$, Low $D_{f}$, Halogen-free .New Technology Concept -> Embedded Passives, Imprint, MLTS, BBUL etc.

• Journal of Applied Reliability
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• v.2 no.1
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• pp.33-45
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• 2002

We investigate into some problems related to Corruption Perception Index(CPI). Delphi method is a popular for obtaining CPI; it is a mean of systematically collecting and progressively refining information provided by a group of selected experts in order to obtaining the weight values of questionnaires. However, Delphi method hold low aspect, to some extent, for it is solely dependent upon the judgment of a few professionals. In this paper, we propose the measurement model for X in LISREL as alternative for gaining the weight values of questionnaires. We use the 1999 Seoul ACI(Anti- Corruption Index) for empirical study.

• Proceedings of the Korea Concrete Institute Conference
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• 2004.11a
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• pp.149-152
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• 2004

This paper reports the results of experimental study on the effects of replacement level of hwangtoh or slag on the flexural behavior of reinforced hwangtoh-concrete beams. All the beams were singly reinforced with longitudinal bar ratio p=0.5pb and were tested under two-point top loading. The flexural strengths obtained from tests, such as initial cracking strength, serviceability strength, maximum strength, were compared with ACI 318-02.