• 한국체육학회지인문사회과학편
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• v.55 no.3
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• pp.637-647
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• 2016

This study examined the difference of self-determinative motivations of non-handicapped students about inclusive physical activity according to the social demographic characteristics. And this study also researched the influence of self-determinative motivation of non-handicapped student about the inclusive physical activity to interaction with handicapped student. In order to achieve the object of the study, the data collected from 674 students in included the intellectually handicapped students and inclusive physical activity. As a measuring tool, Choi (2008) and Lee (2006) questionnaire. Data was used SPSS 21.0, and the exploratory factor analysis, reliability verification, difference verification, and simple regression analysis were performed. The results are as follows. First, in terms of the data analysis of self-determinative motivation based on demographic characteristics (sex, grade, friend with disabilities, experiencing duration of inclusive physical activities), sex, friend with disabilities, experiencing duration of inclusive physical activities displayed statistically significant difference self-determinative motivation. Second, in terms of the effects of students with non disabilities self-determinative motivation on towards interaction of students with disabilities, motivation, external regulation, introjected regulation, identified regulation and intrinsic motivation among the sub-factors of self-determinative motivation affected significantly on interaction with students with disabilities.

• Journal of Korean Society of Steel Construction
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• v.9 no.2 s.31
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• pp.181-191
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• 1997

Before cables are constructed, tower of suspension bridge is behaved as a cantilever type. Buffeting occured by unsteady loading of the tower due to velocity fluctuation in the oncoming flow has a wind velocity consistent with fundamental frequency of the tower and may give rise to large response by the tower resonance. To reduce the dynamic response by buffeting, the behavior of tower with TMD(Tuned Mass Damper) has studied using finite element method in time domain. The buffeting was obtained by transforming the velocity spectrum in frequency domain to random variable in certain time domain. The most probable maximum displacement which can be occured during the time interval was obtained using peak factor. The optimum location for TMD installation and TMD specification were decided by parametric study. Also, the effect of vibration control about various wind velocity was studied by the TMD which has optimum specification and location.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.8 no.2
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• pp.185-196
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• 1988

In this study, a method of nonlinear dynamic analysis of suspension bridges subjected to random wind loads is pre.sented. The nonlinearity considered is the one due to the interaction between the motion of the bridge girder and the tertsion variation of the main cables. The equation of motion is formulated using a continuum approach. The coupling between the vertical and torsional motions are included in the analysis. The equation of motion is solved by using the mode superposition method. The analysis is carried out in the frequency domain utilizing the stochastic linearization technique on to the modal equations. In the linearization procedure, the nonlinear terms are approximated as linear ones with constant terms. The verification of the method has been performed on a case with four modal degrees of freedom. Example analyses are carried out on two suspension bridges for various wind speeds and wind force parameters. Numerical results indicate that, by including the nonlinearity into the analysis, the dynamic responses of the bridges, particularly in the vertical direction, change considerably.

• Journal of Korean Society of Steel Construction
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• v.21 no.2
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• pp.155-164
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• 2009

In this study, a computationally efficient parallel axial-flexural plastic hinge model is proposed for nonlinear dynamic progressive collapse analysis of welded steel moment frames. To this end, post-yield flexural behavior and the interaction of bending moment and axial force of the double-span beams in the column's missing event was first investigated by using material and geometric nonlinear parametric finite element analysis. A piece-wise linear parallel point hinge model that captures the moment-axial tension interaction was then proposed and applied to nonlinear dynamic progressive collapse analysis of welded steel moment frames with the use of the OpenSees Program. The accuracy as well as the efficiency of the proposed model was verified based on the inelastic dynamic finite element analysis results. The importance of including the catenary action effects for proper progressive collapse resistant analysis and design was also emphasized.

• Journal of Industrial Convergence
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• v.20 no.7
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• pp.131-137
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• 2022

In the study, we endeavored to assess the convergence effect of Silybum marianum-derived silymarin and epidemiologically-correlated alcohol intake on vascular contractility and to determine the mechanism involved. There were few reports addressing the question whether thin or thick filament modulation is included in ethanol and silymarin-induced regulation. We hypothesized that ethanol at a low concentration and silymarin play a role in agonist-dependent regulation of vascular contractility. Denuded arterial muscles of Sprague-Dawley male rats were suspended in organ baths and isometric tensions were transduced and recorded using isometric transducers and an automatic data acquisition system. Interestingly, both silymarin and ethanol didn't encourage silymarin alone-induced inhibition in agonists-induced contraction suggesting that endothelial nitric oxide synthesis might be involved in ethanol or silymarin-induced modulation of vascular contractility and additional pathways besides endothelial nitric oxide synthesis such as ROCK inactivation might be involved in the silymarin-induced modulation of vascular contractility.

• Journal of Digital Convergence
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• v.10 no.1
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• pp.1-10
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• 2012

In this paper, we review recently emerging smart applications, and analyzed policy implications in light of digital convergence perspective. While extant literatures on smart applications mainly dealt with consumer behaviors based in technology acceptance model or innovation adoption, the research on digital management policy is rather limited. We intend to fill this research gap. As such, we first organize two categories of smart work and smart commerce, and investigate the representative service models, four service models were reviewed for each category respectively. Next, the three policy related constructs are extracted, which are QoL(Quality of Life), public impacts in both the positive and negative ways. Finally, empirical analysis following the Delphi principle was conducted to investigate the policy implications. The results offer useful insights for the further research in digital convergence related policy areas.

• Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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• 2005.11a
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• pp.246-247
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• 2005

본 연구에서는 활성탄소의 표면 작용기와 전해액, 결합제의 분해반응을 줄여서 내구성을 향상시키기 위해 $H_2$ 기체의 Spill-Over 현상을 이용하여 활성탄소 표면의 작용기를 치환시킨 시료를 사용하여 전극을 구성하였다. $H_2$기체로 활성탄소를 700$^{\circ}C$에서 열처리한 결과, 원소 분석기 (Elemental Analyzer)를 이용한 원소 분석 시에 산소의 비율이 1.4%로 활성탄소의 2.44%에 비해 감소함을 알 수 있었고, Carbon의 비율이 700$^{\circ}C$에서 94.3%로 증가함을 알 수 있었다. 또한, 활성탄소를 사용한 전극을 1.2M TEABF$_4$/Acetonitrile 전해액을 사용하여 커패시터를 구성 했을 때, 1kHz의 AC저항은 700$^{\circ}C$에서 열처리한 활성탄소가 0.58\Omega$로 활성탄소의 1.300에 비해 양호한 전기화학 특성을 나타내었다.

• 재활복지
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• v.22 no.1
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• pp.27-49
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• 2018

The purpose of this study was to analyze the relationship between social interaction, role acquisition, and self-identity of people with physical disabilities participating in daily sports. In order to accomplish the purpose of this study, people with physical disabilities residing in Busan, Gyeongnam, and Gyeongbuk were set as a population. Among them, 384 people with physical disabilities participating in daily sports were sampled using convenience sampling. Data were analyzed by frequency analysis, exploratory factor analysis, reliability analysis, multiple regression analysis, and simple regression analysis using the SPSS 23.0 program. The results were as follows. As a result of analyzing the effects of participation level of daily sports for people with physical disabilities on social interaction, role acquisition, and self-identity, first, participation period had a significant effect on ego-identity. Second, participation time did not have a statistically significant effect on social interaction, role acquisition, and self-identity. Third, participation frequency had a significant effect on social interaction, role acquisition, and self-identity. In addition, social interaction, role acquisition, and self-identity showed a statistically significant correlation with positive effects as a result of analyzing the relationship between social interaction, role acquisition, and self-identity.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.29 no.1B
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• pp.83-90
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• 2009

This study describes the characteristics of distribution of lift-force acting under pier deck through physical experiment. The shape of peak wave pressure was sharp when compressed air existed but was not sharp without that. Values of lift-force was different between edge point and center point in the same block. Distribution of lift-force was expressed differently owing to dimensionless of deck length (l/L), wave steepness (H/L), clearance height per wave height (D/H). The dimensionless factor of D/H affected on the lift-force the clearance between still water surface and decks. This decided the maximum of lift-force. In the case of the same values of D/H, the lift-force are changed by the wave steepness (H/L). Because (D/H) become smaller as the wave steepness (H/L) is increased the height of decks must be decided with the condition which don't have the clearance with $D_{max}$ for the stable design of deck of pier. Effect of reducing lift force was greater in the on-shore than the off-shore according to compressed air existence. This researches points out that design of deck should retain compressed air in order to reduce wave lift force.

• 한국방재학회:학술대회논문집
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• 2011.02a
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• pp.71-71
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• 2011

캣워크는 현수교의 주케이블을 가설을 위해 일시적으로 설치하는 공중작업발판으로 주케이블 가설장비와 작업원 등의 하중을 지지한다. 캣워크는 유연한 구조물로서 풍하중에 상당한 변형이 발생한다. 하지만, 국내외를 막론하고 캣워크의 내풍안정성에 대한 연구는 별로 이루어지지 않았다. 거기에 더하여 캣워크에 작용하는 정적 공기력에 대한 정보도 부족하며, 현재 캣워크 단면에 대한 적절한 풍하중을 산정하지 못하고 경험적인 설계가 이루어지고 있다. 따라서 캣워크의 효율적인 내풍설계를 위하여 풍동실험을 통한 충실률과 공기력계수와의 관계를 알아보는 것이 필요하다. 이를 위하여 축척 1/4인 모형을 사용한 풍동실험을 통하여 메쉬망의 크기를 변화시키면서 충실률에 따른 공기력계수를 측정하고 설계식을 제안하고자 한다. 캣워크는 로프와 아울러 가는 철망으로 아래와 양 옆이 막혀 있다. 즉 바람을 직접 받는 부분인 철망은 가는 원형단면으로 구성되어 있다. 원형 단면의 경우에 레이놀즈 수에 따라 항력계수가 크게 변하는 것으로 알려져 있다. 그러나 가는 원형 단면으로 둘러싸인 캣워크의 항력계수에 레이놀즈 수가 미치는 영향에 대해서는 연구된 바가 없다. 본 연구에서는 캣워크의 공기력계수에 미치는 레이놀즈 수에 대한 영향을 파악하고자 1/4모형과 1/14모형을 제작하여 최대풍속 30m/s까지 변화시켜가면서 공기력계수를 측정하였다. 이때 레이놀즈 수는 최대 20배까지 차이가 나므로 만약 공기력계수가 레이놀즈 수의 영향을 받는다면 확실히 그 영향을 파악할 수 있다. 본 연구에서는 풍동실험을 통해 충실률과 공기력계수와의 관계과 레이놀즈 수의 영향을 살펴보았으며, 정적공기력 계수의 설계식을 제안하였다. 본 연구를 통하여 얻은 결과를 정리하면 다음과 같다. 1. 축척 1/14 및 1/4 모형을 사용하여 다양한 풍속에서 공기력계수를 측정한 결과, 캣워크에 작용하는 정적 공기력계수는 레이놀즈 수의 영향을 받지 않는 것으로 나타났다. 따라서 향후 새로운 형식의 캣워크에 대한 풍동실험을 수행할 경우에 축척에 상관없이 풍동실험 결과를 사용할 수 있을 것으로 판단된다. 2. 풍동실험 결과, 캣워크에 작용하는 정적 공기력계수 중 항력계수와 피칭모멘트계수는 측면 충실률에 따라 달라지고, 영각에 대한 양력계수의 기울기는 하부 충실률의 영향을 받는 것으로 나타났다. 그리고 주케이블이 캣워크 내부에 위치하고 있어도 캣워크의 정적 공기력계수에는 큰 영향을 미치지 않은 것으로 측정되었다. 이를 정리하여 캣워크 충실률에 따른 정적 공기력계수의 추정식을 제안하였다.