• 한국산학기술학회논문지
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• 제13권3호
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• pp.1153-1160
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• 2012

본 연구는 뇌졸중 환자의 보행수행을 저하시키는 발목 등쪽 굽힘근의 약화에 대해 발목 근력 강화 훈련과 정적 근육 신장 훈련을 이용하여 등쪽 굽힘을 시행한 훈련이 뇌졸중 환자의 족저압 및 보행에 미치는 영향을 알아보고자 하였다. 연구는 편마비 뇌졸중 환자 36명을 대상으로 뇌졸중 환자의 보행변수인 10m 걷기를 측정하고, 발바닥의 각 영역별 최대 족저압의 측정은 F-scan system을 사용하여 자료를 수집하여 연구하였다. 본 연구에서 각 훈련 전과 훈련 후의 보행의 변화 연구에서 발목 근력 강화 훈련군과 정적 근육 신장 훈련군은 10m 보행속도검사에서 보행속도가 감소하여 뇌졸중 환자의 보행에 좋은 영향을 미친다고 할 수 있겠다. 뇌졸중 환자 발의 압력측정에서 발목 근력 강화 훈련군 에서는 다른 그룹에 비해서 무지부, 족지부, 제1중족골두에서 최대 족저압이 증가 하였다.

• Structural Engineering and Mechanics
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• 제61권2호
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• pp.245-253
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• 2017

The increasing lack of good quality soils allowing the development of roadway, motorway, or railway networks, as well as large scale industrial facilities, necessitates the use of reinforcement techniques. Their aim is the improvement of the global performance of compressible soils, both in terms of settlement reduction and increase of the load bearing capacity. Among the various available techniques, the improvement of soils by incorporating vertical stiff piles appears to be a particularly appropriate solution, since it is easy to implement and does not require any substitution of significant soft soil volumes. The technique consists in driving a group of regularly spaced piles through a soft soil layer down to an underlying competent substratum. The surface load being thus transferred to this substratum by means of those reinforcing piles, which illustrates the case of a piled embankment. The differential settlements at the base of the embankment between the soft soil and the stiff piles lead to an "arching effect" in the embankment due to shearing mechanisms. This effect, which can be accentuated by the use of large pile caps, allows partial load transfer onto the pile, as well as surface settlement reduction, thus ensuring that the surface structure works properly. A technique for producing rigid piles has been developed to achieve in a single operation a rigid circular pile associated with a cone shaped head reversed on the place of a rigid circular pile. This technique has been used with success in a pile-supported road near Bourgoin-Jallieu (France). In this article, a numerical study based on this real case is proposed to highlight the functioning mode of this new technique in the case of industrial slabs.

• 사상체질의학회지
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• 제9권1호
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• pp.1-12
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• 1997

Neiging Medicine(內經醫學) based on Yin-Yang and Five elements was the main stream of Korea Traditional Medicine until the end of 19th century. And the establishment of Sasang Constitutional medicine. In this paper, author proved that the Yin-Yang of Sasang Constitutional Medicine was different from that of Neiging Medicine and that explained the Yin-Yang of Sasang Constitutional Medicine as our own medicine. After considering the philosophical and medical background of Sasang Constitutional Medicine, and author researched the Yin-Yang of ontology, structure, function, symptoms in Sasang Constitutional Medicine. Also we compared this with that of Neiging medicine. The results were as follows 1. Neiging Medicine was based on the Yin-Yang and Five elements centering on the nature and Sasang joy, and pleasure centering on the human. 2. The ontology of Sasang Constitutional Medicine were the mind as a unitary substance, the mind and body as a dual substance, and affair, mind, body, and objects as a four substance which were the basic theory of philosophy. 3. Sasang Constitutional Medicine explained social phenomenon with a four substancial structure consisted of affairs, mind, body, and objects, a complex four substancial structure consisted of heaves, human, nature and order, and a three dimension structure including time. 4. On the other hand Neiging Medicine recognized seven emotions as five emotions, Sasang Constitutional Medicine recognized seven emotions as qi, nature, and emotions which consisted of sorrow, anger, joy, and pleasure. The qi had an effect on internal and external part of body and the nature and the emotion had an effect on the upward and downward of body. 5. It was taked great importance to control the up and down balance and the internal and external balance in Sasang Constitutional Medicine instead of reinforcing and reducting method of Neiging Medicine. 6. The Yin-Yang of Korean Traditional Medicine developed centering on the human from centering on the nature and Sasang Constitutional Medicine was a practical medicine compared with Neiging Medicine.

• 디지털융복합연구
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• 제16권3호
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• pp.353-362
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• 2018

본 연구는 원격간호교육 성인학습자의 성격강점, 자기효능감이 이들의 주관적 행복감에 미치는 영향을 파악하기 위한 서술적 조사연구이다. 자료는 2015년 9월부터 11월까지 일 국립원격대학교의 간호학사 특별편입과정 성인학습자 261명을 대상으로 성격강점, 자기효능감, 주관적 행복감 척도를 이용하여 수집하였다. 원격간호교육 성인학습자의 주관적 행복감의 평균 점수는 미국과 한국의 일반 성인 보다 약간 낮은 수준이었으며, 성격강점은 6개 하부영역 중에서 초월과 인간애가 가장 높았으며 정의감이 가장 낮았다. 다중회귀분석 결과, 원격간호교육 성인학습자의 주관적 행복감에 영향을 미치는 요인은 긍정적 통합성, 강인성과 지각된 건강상태이었다. 이들 변수가 주관적 행복감 총 변량의 38.0%를 설명하였으며, 긍정적 통합성이 가장 큰 영향을 미치는 요인이었다. 직업과 원격학습을 병행하는 간호사들의 주관적 행복감을 증진하기 위한 방안으로 긍정적 통합성과 강인성의 성격강점을 강화하고 건강상태를 효과적으로 관리할 수 있는 다양한 교육 및 학습 지원전략의 개발을 제언한다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.1302-1308
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• 2010

This study the change of the safety factor before and after the reinforcement were compared by performing the parameter research based on the limit equilibrium analysis regarding the same cross section after carrying out the safety factor before the reinforcement on the virtual section in order to observe the change of the safety factor of the slop reinforced with the slope planting reinforced earth, and the variation of the safety factor according to the increase of the length of the reinforcement materials and the change of the slope height was analyzed. As the result, the reinforcement effect was insignificant at no more than 0.6 of L/H, the reinforcement length ratio when the reinforcement length was increased, as the increase of the safety factor was slow comparing with the non-reinforced slope. At 3.0m of the slope height, reinforcement on the slope is not necessary, and at 3.0m to 5.0m of the slope height, the inclination was not influencing at no less than 0.6 of L/H. At 5.0m to 9.0m of the slope height, the safety factor was mostly secured on the slope at 0.8 of L/H and the over-reinforced slope appeared at no less than 1.0 of L/H. Also, the safety factor increased as the slope height increases and the slope gets steeper till 0.8 of L/H, but the slope steepness affects more on the increase of the safety factor than the reinforcement material, as the reinforcing force by the reinforcement material became steady.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.415-426
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• 2010

Post-grouting for the drilled shaft is known to increase the end bearing capacity of pile 2~3 times higher by consolidating and reinforcing the disturbed ground containing slime around the pile end. However, the general design guideline for post-grouting has not been established yet in Korea. Especially in the domestic application, the post-grouting is employed just for repairing the pile with the unacceptable resistance rather than for increasing the design resistance of pile. Therefore, little is reported about the effect of post-grouting on the pile resistance itself. In this study, the effect of post-grouting on the resistance of drilled shafts installed in the weathered rock in Korea was estimated by performing the bi-directional load tests on the piles with and without the post-grouting. The test results presented that the initial slope of end bearing-base displacement curve in the pile with post-grouting was 4 times higher than that without post-grouting. At the acceptable settlement (1% of pile diameter), the end bearing capacities of piles with and without the post-grouting were estimated to be 12.0 MPa and 7.0 MPa, respectively, indicating that the post-grouting could increase the end bearing resistance of pile in weathered rock more than 70%.

• 환경정책연구
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• 제13권1호
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• pp.95-118
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• 2014

환경교육은 기후변화에 대처하는 가장 근본적이고 중요한 방안이라고 할 수 있다. 환경부가 지정하고 재정적으로 지원하는 환경교육시범학교 제도의 운영은 환경교육 강화의 효과를 검증하기 위한 자연실험(natural experiment) 환경을 제공한다. 2011년 14차 환경교육시범학교로 지정된 학교 학생들의 가구와 인근 지역의 비시범 학교 학생들의 가구에 대한 수도요금, 전기요금, 가스요금의 제 요금 설문자료를 활용하여, 환경교육시범학교 지정을 통한 학교 환경 교육의 강화가 학생들 가정에서의 에너지 절감에 단기적으로 어떠한 영향을 미치는지를 difference-in-difference 추정을 통해 분석한다. 환경교육시범학교 지정을 통한 환경교육의 강화는 대상 가구의 전기요금과 가스요금을 비시범학교 대상 가구에 비해 유의한 수준으로 절감시키는 것으로 나타나, 학교 환경교육의 강화가 대상 가구에 파급효과를 가지고 있으며 이를 통해 단기적으로도 에너지 절감 행위를 강화시켜 줄 수 있는 것으로 분석되었다.

• 한국직업건강간호학회지
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• 제21권3호
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• pp.247-257
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• 2012

Purpose: This study is designed to identify major factors that affect morale among staff of long-term care insurance in National Health Insurance Corporation. Methods: In order to collect the data, a survey was conducted by using the structured questionnaire based on 161 staff members of long-term care insurance of 50 long-term care operation centers, which were randomly selected by the table of random numbers in the whole centers of National Health Insurance Corporation from September 1 to 30, 2011. As for the data analysis, SPSS 18.0 was used to conduct the descriptive statistics, t-test, ANOVA, Pearson correlation coefficient, mutiple regression, and path analysis. Results: The average point of morale was 3.37, and had a negative correlation with the job stress, while it had a positive correlation with the social support, professional identity, and self-efficacy. Job stress, social support, and professional identity have a significant effect on morale among the independent variables. These variables have significant effects on morale, and also have a positive effect on self-efficacy. The findings show that self-efficacy mediates the process of morale. Conclusion: In this study, the factor which influences the morale was identified. It turned out that the morale could be improved by reinforcing the professional identity, managing the health status as well as rotating the working place. As such, it expects both the improvement of long-term care insurance services outcome and its quality through the morale management.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2008년도 추계 학술발표회 제20권2호
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• pp.97-100
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• 2008

최근 들어 고강도 철근의 사용이 증가하고 있지만, 지진위험이 있는 지역의 내진구조물에 있어서는 고강도 철근의 취성적 성질로 인해 그 사용이 제한되어 왔다. 그러나, 철근의 연성의 변화가 기둥의 부재레벨의 연성도에 미치는 영향에 대해서는 많은 연구가 없는 실정이다. 특히 고강도 철근을 사용하는 경우 철근의 연성의 변화로 인해 부재의 소성힌지 길이가 달라질 것으로 예상되지만, 기준의 소성힌지길이 산정식은 철근 등 재료의 특성을 고려하지 못하고 있다. 지진하중을 받는 철근콘크리트 기둥의 소성힌지길이는 실험을 통해서 측정하기는 어려움이 많다. 따라서, 본 논문에서는 해석적인 방법을 통하여 재료레벨의 연성, 특히 철근의 연성이 소성힌지의 생성에 미치는 영향을 평가하고, 그 영향을 고려한 소성힌지길이 산정식을 제안하고자 한다.

• 한국조경학회지
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• 제31권5호
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• pp.1-10
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• 2003

The purpose of this study was to verify the shore margin protection effect of a root system developed from direct sticking of Salix gracilistyla Miq., focusing on the reinforcement of soil shear strength. The materials were 20cm long sticks whose average diameter and weight were 7.52mm and 14.58g respectively, and sandy loam(Sand 60.36%, Silt 28%, Clay 11.64%), whose maximum dry weight(${\gamma}$$_{dmax}$) was 1.59gf/㎤ at the water ratio( $W_{opt}$) 13.8%. The direct shearing test(KS F 2343) was applied to cylindric columms(diameter 132mm) of pure soil and two years old root reinforced soil. At each condition of vertical stress, 10N/$ extrm{cm}^2$, 14.41N/$\textrm{cm}^2$ and 18.82 N/$\textrm{cm}^2$, five soil+root columns were sheared. After shear tests, the root area ratio and soil moisture on the shear plane were measured. The results of this research were as follows: 1. The average of root area ratio was 1.86% and the soil moisture 14.67%. 2. Two years old root system was found to increase the soil shear strength of pure soil in terms of Cohesion(C) and Inner friction Angle($\phi$) as follows. 3. The relationship between root area ratio and the increased shear strength can be presented with the following equation, $\Delta$S ≒ 0.33ㆍ TrㆍAs/A $\Delta$S : Increased Shear Strength Tr : Average Tension Strength of Root, Ar/A : Root Area Ratioioage Tension Strength of Root, Ar/A : Root Area Ratio