• Journal of Korean Public Health Nursing
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• v.37 no.2
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• pp.193-204
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• 2023

Purpose: This study was undertaken to identify the association between CPR knowledge, attitude, and teacher efficacy on the performance confidence of CPR. We further investigated methods to enhance the performance ability of CPR among elementary, middle, and high school teachers. Methods: The study design was a descriptive survey conducted from October 15 to December 31, 2022, enrolling 155 elementary, middle, and high school teachers. The data were analyzed by applying Multiple regression, Pearson's correlation coefficient, one way ANOVA and Scheffé test using the SPSS/WIN 23.0 program. Results: The performance confidence of CPR among elementary, middle, and high school teachers showed a significant positive correlation with CPR knowledge (r=.49, p<.001), CPR attitude (r=.26, p<.001), and teacher efficacy (r=.25, p=.002). The factors affecting performance confidence in CPR were CPR knowledge (β=.49, p<.001), gender (β=-.26, p<.001), CPR attitude (β=.20, p=.003), health status (β=.14, p=.038), and teacher efficacy (β=.14, p=.032); these factors explained 40.5%. Conclusion: Results from the study indicate that performance confidence of CPR can be enhanced by providing frequent education on CPR knowledge and attitudes. Moreover, educational programs will aid in maintaining good health and enhance teacher efficacy.

• Proceedings of the KSR Conference
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• 2011.05a
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• pp.326-331
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• 2011

Aluminum extruded panel used in a high speed train shows high stiffness, however, its sound insulation performance is remarkably decreased by local resonance phenomena. In this paper, improvement strategy of the sound insulation performance is proposed for the floor extruded panel used in HEMU-400x, 400km/h class next generation high speed train under development, and the improvement effect is verified by experiment. Aluminum extruded panel specimen for the floor is manufactured and urethane foam is installed in the core of the panel. Based on ASTM E2249-02, intensity transmission loss is measured and the improvement effect in local resonance frequency band is verified. Finally, improvement effect of the sound insulation performance is estimated on the layered floor structure including the foamed aluminum panel.

• Proceedings of the Korea Concrete Institute Conference
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• 2002.10a
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• pp.451-456
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• 2002

An experimental study was carried out to investigate the flexural behavior of RC beams strengthened with high-performance carbon fiber bars. Specimens designed with the conventional retrofitting method were also tested to compare load-carrying capacity and ductility. As the results, specimens strengthened with high-performance carbon fiber bars showed much higher load-carrying capacity and ductility compared to specimens strengthened with a steel plate and carbon fiber sheets. The failure mechanism of the specimen strengthened with a high-performance carbon fiber bar was bond-slip, whereas that of the others were interface debonding or rip-off.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.16 no.7
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• pp.4930-4935
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• 2015

In the actual research fields, the studies for applications of 180 MPa ultra high performance concrete (UHFRCC) to compressive members are limited due to its very high compressive strength. In this study, in order to find its practical use, UHPC was producted by using twin-shaft mixer batch plant. Also, to get basic research data for the design specification of UHPC compressive members, a series of draft experiments, including short columns with square and circular sections, were performed and its failure modes and behaviors were assessed.

• Proceedings of the Korea Concrete Institute Conference
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• 1998.10a
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• pp.269-274
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• 1998

In this study, to increase fluidity and resistance of segregation of materials, the effect of each of the materials, which have effects on high performance concrete from investigating the properties of strength and drying shrinkage of high performance concrete made by the basic mix proportion used fly-ash and ground granulated blast-furnace slag after hardening, has been checked. According to the experimental results, fluidity on W/C = 34% was satisfied within slump-flow 65$\pm$ 5cm and U-type self-compactability difference 5cm. On the properties of strength, high performance concrete produced compressive strength over 400kg/$\textrm{cm}^2$ in 28days when powder was replaced by 40% of fly-ash and 60% of ground granulated blast-furnace slag. And compressive strength was taken over 600kg/$\textrm{cm}^2$ equal to non-replacement in 91days. Also, the length change of concrete with the addition of fly-ash was smaller than that without it. Therefore, it may be effective on the decrease of drying shrinkage volume.

• Proceedings of the Korea Concrete Institute Conference
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• 1998.10a
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• pp.275-280
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• 1998

In this study, to increase fluidity and resistance of segregation of materials, the effect of each of the materials, which have effects on high performance concrete from investigating the properties of strength and drying shrinkage of high performance concrete made by the basic mix proportion used fly-ash and ground granulated blast-furnace slag after hardening, has been checked. By the results of this experiment, fluidity on W/C=34% was satisfied within slump-flow 65$\pm$5cm and U-type self-compacting difference 5cm. On the properties of strength, high performance concrete produced compressive strength over 400kg/$\textrm{cm}^2$ in 28days when powder was replaced by 40% of fly-ash and 60% of ground granulated blast-furnace slag. And compressive strength was taken over 600kg/$\textrm{cm}^2$ equal to non-replacement in 91days. Also, the length change of concrete with the addition of fly-ash was smaller than that without it. Therefore, it may be effective on the decrease of drying shrinkage volume.

• Proceedings of the Korea Concrete Institute Conference
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• 2001.05a
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• pp.463-468
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• 2001

A lot of considerations on the spatting by fire of high performance concrete should be taken into for fire resistance of the concrete structures. In this paper, fire resistance of high performance concrete is described using polypropylene fiber, which is known to be contributed to fire resistance. Strength level and member size are varied with. According to test results, spatting by fire takes place more easily, as W/C increases and member size decreases. It shows that concrete containing polypropylene fiber has good effects on preventing spatting by fire. In case high performance concrete does not contain polypropylene fiber, residual strength shows to be decreased remarkably compared :o that of normal concrete. Whereas, in case 0.1% of polypropylene fiber contents, high performance concrete shows higher residual strength than that of normal concrete. As member size is smaller, residual strength shows to be decreased.

• Journal of Ocean Engineering and Technology
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• v.20 no.1 s.68
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• pp.32-36
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• 2006

The initial hull form of a 100 tan, 45 knot class high-speed craft is newly developed. The resistance performances are investigated using a model test at high speed in a circulating water channel. The effect of the initial trim is studied together. Wave patterns are observed to clarify the relationship between the resistance performance and the wave characteristics. It can be found that the initial trim plays a role in increasing the resistance performance above a certain velocity.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2012.11a
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• pp.195-196
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• 2012

Because of the high level of the safety and durability, a lot of reinforcing bars is placed in the concrete structure of the Nuclear Power Plant. But the overcrowding re-bars cause some problems during the construction as the diseconomy, construction delay, quality deterioration, and so on. These problems can be solved by applying the high-strength reinforcing bars to NPP structure. To achieve this, after analysing the structural target performance like the control of cracks, adherence, shear, torsion, development of reinforcement and earthquake-resistance, the results of the analysis will be reflected in the structural performance evaluation test.

• Annual Conference of KIPS
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• 2001.10b
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• pp.1375-1378
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• 2001

네트워크에 흐르는 트래픽 측정을 효율적으로 함으로서 트래픽의 종류와 양을 알 수 있고, 이를 기반으로 측정 네트워크의 트래픽 특성과 상태를 파악할 수 있다. 본 고에서는 초고속 연구망 환경에 적합한 네트워크 분석 인프라(NAI) 구축을 제시한다. NAI 구성은 네트워크 링크를 모니터링하는 수동적 측정 방법 MRTG 와 NAVI, 그리고 인위적으로 트래픽을 발생시켜 그 결과를 분석하는 능동적 측정 방법 PingER 와 AMP 두 가지 종류로 나뉜다. 현재 초고속 연구망에서 적용중인 네트워크 트래픽 분석 측정 도구 하나씩 알아보고, 국내 외로 링크된 네트워크 트래픽의 특성과 상태를 균형적으로 분석 할 도구에 대한 모델을 알아본다.