• 콘크리트학회지
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• 제2권2호
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• pp.93-99
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• 1990

본 연구는 극한강도 이론에 입각한 고강도 콘크리트 부재의 설계를 위한 방법 중 가장 중요한 요소의 하나인 응력-변형도 곡선의 이상화에 관한 연구이다. 이를 위하여 보통강도(280kg/$\textrm{cm}^2$)에서 초고강도(1050kg/$\textrm{cm}^2$)까지의 콘크리트를 사용하여 부재를 제작, 시험하였으며, 기존의 여러 가지 이론과 비교검토를 하였다. 주요 변수는 콘크리트 강도이외에 주근의 양과 전단 보강근의 간격으로 하였다. 실험결과 현재으 ACI Building Code에 규정된 직사각형 응격블록은 고강도 콘크리트에도 사용할 수있음을 알 수 있었다.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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• pp.510-513
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• 2004

The objectives of this research are to evaluate the effect of the compressive strength of concrete, reinforcing bar size, spacing of column transverse bars related to the concrete confinement effects on anchorage bond strength and bond behavior of beam-column joints subjected to cyclic loading and to predict the bond behavior of beam-column joints according to the variables by Finite Element Analysis appling the interface element between concrete and reinforced bar surface in a three-dimensional configuration. This paper shows that to verify the results by three-dimensional nonlinear finite element analysis appling a interface element, the test results that were already conducted are compared with analytic results. The behavior of bond and anchorage of beam bar is expressed by a local bond stress-slip relationship and the failure mode of bond is predicted by principal stress contour.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2006년도 춘계학술발표회 논문집(I)
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• pp.50-53
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• 2006

An experimental investigation on the behavior of reinforced concrete coupling beams is presented. The test variables are the span-to-depth ratio, the ratio of flexural reinforcement and the ratio of shear rebar. The distribution of arch action and truss action which compose the mechanism of shear resistance is discussed. This study proposes the deformation model for reinforced concrete coupling beams considering the bond slip of flexural reinforcement. The yielding of flexural reinforcements determines yielding states and the ultimate states of reinforced concrete coupling beam are defined as the ultimate compressive strain of struts and the degradation of compressive strength due to principal tensile strain of struts. It is expected that this model can be applied to displacement-based design methods.

• 한국의류학회지
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• 제19권2호
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• pp.366-379
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• 1995

This study was performed to provide fundamental data on middle-aged women's upper torso by classifying the upper torso somatotype and analyzing the characteristics of their somatotype. Factor analysis of principal component model was used to 38 directly measured items, and cluster analysis was applied for classification of upper torso forms. Seven factors were extracted from the factor analysis. The first factor represented the items of circumference, breadth, and depth which were related with body size. On the basis of the cluster analysis using factor scores trom factor analysis as being independent variables, the subjects were classified into three groups. Three dress forms were constructed according to the characteristics for each somatotype of subjects, the three-dimensional characteristics of somatotype were analyzied by the moire pattern and horizontal section map of proposed dress forms. Wearing test by moire topography was used to evaluate wearing outline, the ease of clothes and garment space. Moire pattern and horizontal section map were useful to evaluate wearing conditions, and garment space was changed by the characteristics of the body shape.

• 한국구조물진단유지관리공학회 논문집
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• 제5권1호
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• pp.188-194
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• 2001

A reinforced concrete structure is complex structure that works as one body with bonding role of steel bar and concrete. The bonding action between steel bar and concrete makes possible the compound structure. The transmission of mutual strength of the steel bar with concrete in structure is determined by the bonding characteristic of steel bar and concrete surface. But the efficiency of bonding characteristic of steel bar is Questionable by the corrosion cause by the delay construction term, the wrong management, etc. So this study investigate bonding characteristic of reinforced concrete using pull-out test method which steel bar removed rust and the principal variables of this study are concrete compression strength and the degree of corrosion. The result showed that bonding strength tend to increase when removed rust of steel bar whereas it tend to decrease when not removed rust.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 1997년도 봄 학술발표회 논문집
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• pp.406-412
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• 1997

This paper presents the newly developed model for the stress-strain relationship of ultra high- strength concrete on the basis of the more refined statistical to analysis the various test results available in the literature to be more rigorous in accuracy and generalized scheme. Through the comprehensive analysis of the previously existing equations for each model, multiple curves equation has turned out to be most appropriate to simulate the linearly varying ascending branch and brittle type of descending one. The principal variables to model the stress-strain relationship such as the modulus of elasticity, ultimate strain and deformation characteristics due to stress softening phenomenon were extensively studied to be simplified in the function of the concrete compressive strength.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2006년도 학술발표회 논문집
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• pp.233-240
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• 2006

An experimental investigation on the behavior of reinforced concrete coupling beams is presented. The test variables are the span-to-depth ratio, the ratio of flexural reinforcement and the ratio of shear rebar. The distribution of arch action and truss action which compose the mechanism of shear resistance is discussed. This study proposes the deformation model for reinforced concrete coupling beams considering the bond slip of flexural reinforcement. The yielding of flexural reinforcements determines yielding states and the ultimate states of reinforced concrete coupling beam are defined as the ultimate compressive strain of struts and the degradation of compressive strength due to principal tensile strain of struts. It is expected that this model can be applied to displacement-based design methods.

• 한국산학기술학회논문지
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• 제21권1호
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• pp.208-215
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• 2020

본 연구는 65세에서 85세 사이의 남녀 노인 200명을 대상으로 노인 체력 측정과 보행 검사를 실시하여 노인의 체력 변인과 보행 특성 간의 관계를 조사하고자 하였다. 연구 대상자는 65세에서 85세 사이의 노인 200명으로 노인 체력 검사(Senior Fitness Test) 항목 6개와 추가 체력검사 3개(수직점프, 외발서기, 악력) 및 보행 측정을 수행하였다. 보행은 신발에 장착된 가속도계 기반 보행 측정 장비를 사용하였다. 이원분산분석, 주요인분석, 상관관계 분석을 실시하여 연령에 따른 영향과 변인들 간의 관계성을 파악하였다. 실험 결과 나이에 따라 보행 능력(보장, 6분 걷기), 제지방량, 체력(아령 들기)의 유의한 감소가 있었다(p<.05). 33개의 체력 및 보행 변인을 대상으로 주성분 분석을 실시한 결과 5개의 주성분(보행 특성, 신체 특성, 보행 가변성, 체지방 요인, 체력 요인)이 나타났으며 전체 가변성의 64.7% 설명력을 나타냈다. 보행 시 편한 보속은 보폭, 외발지지 시간과는 정적 상관, 양발지지 시간, 보행 가변성 변인들과는 부적 상관을 나타냈다(p<.05). 노인들의 삶의 질을 유지하려면 보행 능력이 매우 중요하며 이것은 근력운동을 통해 유지 또는 개선되어야 한다.

• 한국치위생학회지
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• 제19권5호
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• pp.835-843
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• 2019

Objectives: This study presents job embeddedness as the principal factor that reduces turnover intention of clinical dental hygienists. The study also promotes the utilization of job embeddedness for efficient human management in dental organizations. Methods: A self-reported questionnaire was completed by 200 dental hygienists from June 1 to July 15, 2019. Data were analyzed using SPSS 20.0. An independent t-test, a one-way ANOVA, Scheffe post-hoc test, and Pearson's correlation coefficients were employed, and a multiple regression analysis was conducted. Results: The dental hygienists scored 3.25 points for job embeddedness, 3.81 points for organizational citizenship behavior, and 3.40 points for turnover intention. The variables that influenced their turnover intention were those related to job embeddedness. These factors showed 24.6% variance among the dental hygienists. Conclusions: Efficient human management of clinical dental hygienists requires increased interaction and compatibility within dental organizations. It is also necessary to create a variety of benefits and support systems.

• 유통과학연구
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• 제20권6호
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• pp.67-74
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• 2022

Purpose: In the current era of rapid development of the information and communication technologies (ICT) sector, the formation of an effective regulatory approach is important. There are some methodological shortcomings and difficulties in the approach system of international organizations that assesses the level of application of ICT in various areas in terms of quantity and quality. The basic element of economic growth differs according to the economic conditions prevailing in the period and the country. While the agricultural sector plays an active role in economic growth or development in an underdeveloped country, in a developed country, capital-intensive and even technology-intensive production is the main element of economic growth. From this point of view, the contribution of information and communication technologies (ICT) to Azerbaijan's socio-economy for the period between 2010-2020 will be examined. Research design and methodology: The unit root test and Granger causality test were applied by taking the CDPPC per Capita, Employment, and Unemployment Rate from the social-o-economic data as the dependent variable, fixed and mobile phone usage and internet usage as the independent variables. The principal results: According to the results obtained; It has been determined that the use of ICT positively affects the socio-economic economic situation.