• 한국과학교육학회지
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• 제17권4호
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• pp.347-358
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• 1997

Locus of Control of Reinforcement (LOCR)' is considered as one of the most important factors on responsible environmental behaviors(REB). It is defined as 'an individual's perception of his or her ability to bring about change through his or her behavior'. This psychological construct is divided up into two directions: the external locus and internal locus. The internal locus is important as a predictor of REB. Recently, 'The Environmental Action Internal Control Index: EAICI' has been developed and it is a valid and reliable instrument to measure the relationship of two variables. The purposes of this study were to develop a strategy to reinforce the internal locus or to converse external locus to internal locus. and to verify the effects by EAICI. A new strategy, 'Self Control Management Strategy' was based on the characteristics of internal locus and the key idea of this was to self-control and to manage the courses by themselves. EAICI scores of the control group was 99.83. All of them were internal and the LOCR of females was more internal than that of the males. This strategy was applied when the instructions were carried out on seven environmental issues by the experimental group. According to the results. the seven points of the EAICI were increased significantly. Therefore this strategy is helpful in reinforcing the internal locus or to converse external locus to the internal locus.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2001년도 가을 학술발표회 논문집
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• pp.727-732
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• 2001

External Confinement of concrete in CFS enhances strength and ductility of concrete columns. This paper presents the test results on the study of reinforced concrete columns strengthened with carbon fiber sheets. The purpose of this research is to evaluate the CFS confinement characteristics of square reinforced concrete columns and the CFS efficiency. The tests were performed with different lateral reinforcement ratios, CFS reinforcement ratios and concrete strength. Test results were characterized according to maximum loads and lateral strain of CFS.

• Computers and Concrete
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• 제16권3호
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• pp.415-428
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• 2015

Study on flexural retrofitting of RC beams using external bars with additional intermediate anchorages at soffit is reported in this paper. Effects of varying number of anchorages in the external bars at soffit were studied by finite element analysis using ANSYS 12.0 software. The results were also compared with available experimental results for beam with only two end anchorages. Two sets of reference and retrofitted beam specimens with two, three, four and five anchorages were analysed and the results are reported. FE modeling and non-linear analysis was carried out by discrete reinforcement modeling using Solid65, Solid45 and Link8 elements. Combin39 spring elements were used for modeling the frictional contact between the soffit and the external bars. The beam specimens were subjected to four-point bending and incremental loading was applied till failure. The entire process of modeling, application of incremental loading and generation of output in text and graphical format were carried out using ANSYS Parametric Design Language.

• 한국구조물진단유지관리공학회 논문집
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• 제5권4호
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• pp.147-153
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• 2001

The major objectives of this study are to investigate experimental and analytical behavior of composite steel plate strengthened by external post prestressing method and to study the increasing magnitude of load carrying capacity by the external post prestressing method. With installed strain gauges and LVDT, the change of structural behaviors according to the amount of prestressing force is measured and the effects of shear strengthening according to the degree of angle in tendon are studied. The analytical structural behavior according to the amount of prestressing force is also investigated using finite element method. The effectiveness of strengthening of external post prestressing method is proved and an efficient FEM model is suggested by comparing the test results and analyzing results.

• 콘크리트학회논문집
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• 제15권4호
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• pp.585-593
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• 2003

본 연구는 외부 프리스트레싱으로 보강된 철근콘크리트 보에 관한 문헌연구와 프리스트레싱 강재의 극한응력 예측식의 개발, 극한응력에 영향을 미치는 변수들에 대한 실험 등이다. 새로운 통합 예측식 개발을 위하여 비부착 프리스트레싱 강재의 극한응력에 대한 ACI 시방식을 확장하고 분석하였다. 본 논문에서는 외부 프리스트레싱 강재의 극한응력에 대한 새로운 합리적 예측식을 제안하고 있는데, 프리스트레싱 강재와 중립축의 깊이 비의 함수로서 표현하여 내부 철근의 영향을 고려하고 있다. 실험연구에서는 프리스트레싱 강재의 극한응력에 가장 큰 영향을 미치는 실험변수를 가지고 외부 프리스트레싱으로 보강된 철근콘크리트 보를 제작하여 실험하였다. 실험연구에서 채택한 영향인자들은 배부철근비, 외부 프리스트레싱 강재비, 지간과 PS강재높이 비 등이다. 실험결과는 분석되어 외부 프리스트레싱 강재의 극한응력에 대한 제안된 예측식의 합리성과 적용성을 확인하였다.

• 한국문헌정보학회지
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• 제40권1호
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• pp.335-351
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• 2006

도서관이 보다 효율적으로 운영되기 위해서는 도서관 내부의 강 약점과 외부의 기회 위협 요인 등을 파악하여 미래의 발생가능성을 예측하고, 이에 대응하기 위한 최적의 전략방안을도출하여 활용할 수 있어야 한다. 이에 본 연구는 전략경쟁분석기법의 하나로 각광을 받고 있는 SWOT 분석을 통하여 A대학교 도서관의 전략경쟁을 분석하였다. 본 연구를 통하여 얻어진 결론은 다음과 같다. 첫째, A대학교 도서관의 강점은 도서관 직원의 전문성 체계적인 업무추진 계획 및 분장 디지털도서관 구축에 따른 고품질의 서비스 제공이다. 둘째, A대학교 도서관의 약점은 가용자원(인력, 예산, 공간)의 부족, 미래의 도서관 운영계획 부재, 능동적인 서비스 마인드의 부족이다. 셋째 A대학교 도서관의 기회는 디지털 정보환경에 따른 새로운 도약, 외부기관 및 도서관과의 교류협력 확대, 도서관 개방을 통한 지역거점 도서관으로의 위상 제고이다. 넷째, A대학교 도서관의 위협은 학교 당국의 도서관에 대한 인식 부족, 급변하는 정보환경에 따른 이용자의 다양한 정보요구, 강화된 저작권법에 따른 도서관 서비스의 제한이다. 다섯째, A대학교 도서관의 경쟁력 강화방안은 디지털 전문 인력의 확보를 통한 디지털 서비스의 강화, 외부기관 및 도서관과의 교류협력 강화를 통한 확장 서비스의 제공. 강화된 저작권법에 따른 차별화된 서비스의 개발이다.

• Structural Engineering and Mechanics
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• 제26권4호
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• pp.427-439
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• 2007

The exploitation of fibre reinforced polymer composites, as external reinforcement is an evergreen and well-known technique for improving the structural performance of reinforced concrete structures. The demand to use FRP composites in the civil engineering industry is mainly due to its high strength, light weight, and stiffness. This paper exemplifies the shear strength of partially precracked reinforced concrete rectangular beams repaired with externally bonded Bi-Directional Carbon Fibre Reinforced Polymer (CFRP) Fabrics strips. All specimens were cast in the laboratory environment without any internal shear reinforcement. The test parameters were longitudinal tensile reinforcement, shear span to effective depth ratio, spacing of CFRP strips, and orientation of CFRP reinforcement. It mainly focuses on the shear capacity and modes of failure of the CFRP strengthened shear beams. Results have shown that the CFRP repaired beams attained a shear enhancement of 32% and 107.64% greater than the control beams. This study underscores that the CFRP strip technique significantly enhanced the shear capacity of precracked reinforced concrete rectangular beams without any internal shear reinforcement.

• 한국지능시스템학회:학술대회논문집
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• 한국퍼지및지능시스템학회 2000년도 춘계학술대회 학술발표 논문집
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• pp.245-248
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• 2000

본 논문에서는 강화 학습 개념을 도입하여 자율이동 로봇의 성능을 개선하고자 한다. 본 논문에서 사용되는 시스템은 크게 두 부분으로 나눌 수가 있다. 즉, 뉴럴 퍼지 부분과 동적귀환 신경회로망이다. 뉴럴 퍼지 부분은 로봇의 다음 행동을 결정하는 부분이다. 또한 동적귀환 신경회로망으로부터 내부 강화 신호를 받아 학습을 하여 최적의 행동을 결정하게 된다. 동적 귀환신경회로망은 환경으로부터 외부 강화신호를 입력으로 받아 뉴럴 퍼지의 행동결정에 대해 평가를 한다. 또한 내부강화 신호 값을 결정하는 동적 귀환 신경회로망의 웨이트는 유전자 알고리즘에 의해 진화를 한다. 제안한 알고리즘 구조를 컴퓨터 시뮬레이션상에서 자율 이동 로봇의 제어에 적용을 함으로서 그 유효성을 증명하고자 한다.

• Computers and Concrete
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• 제21권6호
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• pp.607-622
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• 2018

A non-linear finite element model (FEM) was constructed using a three-dimensional software (ATENA-3D) to investigate the effect of strengthening on the behavior of prestressed hollow-core (PHC) slabs with or without openings. The slabs were strengthened using near surface mounted (NSM)-carbon fiber reinforced polymer (CFRP) strips. The constructed model was validated against experimental results that were previously reported by the authors. The validated FEM was then used to conduct an extensive parametric study to examine the influence of prestressing reinforcement ratio, compressive strength of concrete and strengthening reinforcement ratio on the behavior of such slabs. The FEM results showed good agreement with the experimental results where it captured the cracking, yielding, and ultimate loads as well as the mid-span deflection with a reasonable accuracy. Also, an overall enhancement in the structural performance of these slabs was achieved with an increase in prestressing reinforcement ratio, compressive strength of concrete, external reinforcement ratio. The presence of openings with different dimensions along the flexural or shear spans reduced significantly the capacity of the PHC slabs. However, strengthening these slabs with 2 and 4 (64 and $128mm^2$ that represent reinforcement ratios of 0.046 and 0.092%) CFRP strips was successful in restoring the original strength of the slab and enhancing post-cracking stiffness and load carrying capacity.

• 한국재료학회지
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• 제34권3호
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• pp.125-137
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• 2024

Composite laminates are used in a wide range of applications including defense, automotive, aviation and aerospace, marine, wind energy, and recreational sporting goods. These composite beams still exhibit problems such as buckling, local deformations, and interlaminar delamination. To overcome these drawbacks, a novel viscoelastic autoclave bonding with tapered epoxy reinforcement polyurethane films is proposed. In existing laminates, compression face wrinkling and interlaminar delamination is caused in the sandwich beam. The unique viscoelastic autoclave spunbond interlayer bonding is designed to prevent face wrinkling and absorb and distribute stresses induced by external loads, thereby eliminating interlaminar delamination in the sandwich beam. Also, the existing special reinforcement causes stress concentrations, and the core is not effectively connected, which directly affects the stiffness of the beam. To address this, a novel tapered epoxy polyurethane reinforcement adhesive film is proposed, whose reinforcement thickness gradually tapers as it enters the core material. This minimizes stress concentrations at the interface, preventing excessive adhesive squeeze-out during the bonding process, and improves the stiffness of the beam. Results indicate the proposed model avoids the formation of micro cracks, interlaminar delamination, buckling, and local deformations, and effectively improves the stiffness of the beam.