• Title/Summary/Keyword: Relationship Strength

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An Empirical Study on the Importance of Mindfulness Practice in the Success of Information Systems Outsourcing (정보시스템 아웃소싱 성공에 있어서 마음챙김 실천의 중요성에 대한 실증연구)

  • Lee, Jong Man
    • The Journal of the Korea Contents Association
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    • v.13 no.12
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    • pp.412-421
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    • 2013
  • The purpose of this paper is to recognize an importance of its practice by rightly understanding mindfulness, and to find one method to solve the success of Information Systems outsourcing through mindfulness practice. To do this, this paper proposes and analyzes a theoretical model consisting of factors such as contract completion, relationship strength, mindfulness practice, trust level and Information Systems outsourcing success. Data was collected using the survey method, and was analyzed using the PLS method. The results of this empirical study are summarized as followings. First, mindfulness practice has positive effects on Information Systems outsourcing success as well as trust level. Second, both contract completion and relationship strength have positive effects on mindfulness practice. The findings will provide basic data for understanding the role of mindfulness practice in Information Systems outsourcing success.

Bond Slip Relationship between GFRP Plank and Cast-in-place High Strength Concrete (현장타설 고강도콘크리트와 유리섬유 FRP 판 사이의 부착슬립관계에 관한 연구)

  • Park, Chan-Young;Yoo, Seung-Woon
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.16 no.3
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    • pp.2279-2286
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    • 2015
  • Recently it has been actively studied that the use of hybrid GFRP-concrete structure with dual purpose of both a permanent forwork and main tensile reinforcement of GFRP plank. In applying general analysis and design technique to evaluate the performance of hybrid structures with cast-in-place high strength concrete and GFRP plank, it is essential that the characteristics of the bond slip model is identified. In this study a simplified bilinear bond slip model for hybrid structure with GFRP plank and cast-in-place high strength concrete is proposed. Maximum average bond stress of simple bond slip relationship that has been proposed in this study is 3.29MPa, initial slope is 35.66MPa/mm, the total slip is 0.23mm and interfacial fracture energy is 0.37kN/m.

Altered Functional Disconnectivity in Internet Addicts with Resting-State Functional Magnetic Resonance Imaging

  • Seok, Ji-Woo;Sohn, Jin-Hun
    • Journal of the Ergonomics Society of Korea
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    • v.33 no.5
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    • pp.377-386
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    • 2014
  • Objective: In this study, we used resting-state fMRI data to map differences in functional connectivity between a comprehensive set of 8 distinct cortical and subcortical brain regions in healthy controls and Internet addicts. We also investigated the relationship between resting state connectivity strength and the level of psychopathology (ex. score of internet addiction scale and score of Barratt impulsiveness scale). Background: There is a lot of evidence of relationship between Internet addiction and impaired inhibitory control. Clinical evidence suggests that Internet addicts have a high level of impulsivity as measured by behavioral task of response inhibition and a self report questionnaire. Method: 15 Internet addicts and 15 demographically similar non-addicts participated in the current resting-state fMRI experiment. For the connectivity analysis, regions of interests (ROIs) were defined based on the previous studies of addictions. Functional connectivity assessment for each subject was obtained by correlating time-series across the ROIs, resulting in $8{\times}8$ matrixs for each subject. Within-group, functional connectivity patterns were observed by entering the z maps of the ROIs of each subject into second-level one sample t test. Two sample t test was also performed to examine between group differences. Results: Between group, the analysis revealed that the connectivity in between the orbito frontal cortex and inferior parietal cortex, between orbito frontal cortex and putamen, between the orbito frontal cortex and anterior cingulate cortex, between the insula and anterior cingulate cortex, and between amydgala and insula was significantly stronger in control group than in the Internet addicts, while the connectivity in between the orbito frontal cortex and insula showed stronger negative correlation in the Internet addicts relative to control group (p < 0.001, uncorrected). No significant relationship between functional connectivity strength and current degree of Internet addiction and degree of impulsitivy was seen. Conclusion: This study found that Internet addicts had declined connectivity strength in the orbitofrontal cortex (OFC) and other regions (e.g., ACC, IPC, and insula) during resting-state. It may reflect deficits in the OFC function to process information from different area in the corticostriatal reward network. Application: The results might help to develop theoretical modeling of Internet addiction for Internet addiction discrimination.

Relationship between Rainfall Intensity and Shear Strength of Slope (사면의 전단강도와 강우강도와의 상관관계)

  • Lee, Jungsik;Han, Heuisoo;Jang, Jinuk;Yang, Namyong
    • Journal of the Korean GEO-environmental Society
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    • v.11 no.2
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    • pp.13-21
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    • 2010
  • The unsaturated slope usually is stable for a long time, but fails during heavy rainfall. And the factors of the rainfall intensity exhibit significant roles because the water content and the shear stress developed along the potential failure surface will be changed by the rainfall intensity. The objective of the study presented in this paper is to analyze the relationship between rainfall intensity and shear stress of the soil slopes by applying the laboratory slope model apparatus and undrained direct shear test with rainfall intensity controlled. The soil sample was taken from the field slope of Youngdong, and particle size analysis was done. To look over the relationship between rainfall intensity and shear strength of slope, the three-dimensional relationships among shear strength, normal stress and water content of the slope soil samples are examined; those are based on the data from the TDR sensor and undrained direct shear test.

Estimation of Uniaxial Compressive Strength of Weak Rocks Using Needle Penetrometer (침관입시험을 이용한 연약암반의 일축압축강도 추정)

  • Kang, Seong-Seong;Obara, Yuzo;Je, Dong-Kwang;Park, Young-Ho
    • Tunnel and Underground Space
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    • v.21 no.1
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    • pp.41-49
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    • 2011
  • This study is to estimate the uniaxal compressive strength (UCS) for the weak rocks using needle penetrometer test. The appropriate ratio of the artificial rocks for this test was cement (C):bentonite (B):water (W) = 1.3:0.7:2.3 or 1.5:0.5:2.0. From the relationship between needle penetration resistance (NPR) measured by needle penetrometer test and an estimated UCS, NPR and UCS tended to increase with increasing the curing period. Also from the relationship between the measured NPR and the measured UCS, NPR-UCS was linearly increased with the curing periods of 3-day to 14-day regardless of the ratio, then in the curing periods of 14-day to 28-day it was nearly constant. In conclusion, the overall relationship between NPR and UCS shows a linear relation for the most part, it means that UCS is possible to be estimated from NPR by needle penetrometer test in the case of weak rocks.

The Moment-Curvature Relationship of the Rectangular Ultra High Performance Fiber Reinforced Concrete Beam (초고강도 섬유보강 직사각형 콘크리트보의 모멘트-곡률 관계)

  • Han, Sang-Mook;Guo, Qing-Yong
    • Journal of the Korean Society of Hazard Mitigation
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    • v.11 no.3
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    • pp.9-15
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    • 2011
  • The flexural behavior of the UHPFRC rectangular beam which has 100 MPa, 140 MPa compressive strength were compared with that of the typical RPC rectangular beam which has same geometrical shape, prestressd force and 160 MPa compressive strength. UHPFRC beam was not reinforced at all and the variable of test is fraction of steel fiber, compressive strength of concrete, method of prestressing and ratio of prestressing bar. The behavior of UHPFRC beam was analysed by relationship of moment - curvature and load - deflection. Simple modeling of stress-strain of UHPFRC was proposed. Based on the proposed constituted, the flexural moment-curvature relationship was calculated and compared with experimental data on prestressed UHPFRC beams. Good agreement between calculated strengths and experimental data is obtained.

Can Employees with Job Insecurity Engage in Job Crafting? Moderating Effect of GNS (직무안정성과 직무재창조 간의 관계: GNS의 조절효과)

  • Harris, Deonna;Cha, Yunsuk
    • The Journal of the Korea Contents Association
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    • v.22 no.7
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    • pp.176-186
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    • 2022
  • The purpose of this study is to explore the effect of perceived job insecurity on job crafting behaviors among employees from two different cultures: Jamaica and South Korea. Growth needs strength was also examined as a moderating variable on the job insecurity/job crafting relationship. This study collected 102 data samples from working individuals from Jamaica and 98 from South Korea. The Exploratory Factor Analysis (EFA) and the hierarchical regression analysis were used in order to analyze the data. Statistical analysis was performed using SPSS 24.0. Our research results indicated that perceived job insecurity has a significant effect on employees job crafting behaviors. The relationship between perceived job insecurity and job crafting behaviors differs based on culture. In addition, employees growth need strength moderates the relationship between the two variables. Although this study has some limitations, it contributed to the stress-coping literature by showing that individuals will engage in coping behaviors when they perceived job insecurity in the organization. In addition, culture and individual drive or need for growth plays an important role in how individuals cope with perceived stress or uncertainty.

A Comparison of Nutritional Status and Muscle Strength of Elderly Women in a Social Welfare Center and Those Residing at Home (사회복지회관 여자노인과 일반여자노인의 영양상태와 근력의 비교)

  • 이옥희
    • Korean Journal of Community Nutrition
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    • v.7 no.5
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    • pp.603-614
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    • 2002
  • In this study, the nutrient intakes, dietary quality, and muscle strength of elderly women in a social-welfare center of a large city were compared with those of elderly women at home in a large city. Also, the relationships between muscle strength and nutrient intake status were investigated in both elderly group. The results of this study were as follows: The ages of elderly in the social welfare center and of elderly in general home residing elderly were 68.2 and 70.3 years, respectively. The average energy and nutrient intakes of both groups were lower than the Korean RDA. There were no differences between the groups in terms of macro-nutrient composition and quantity. The elderly in center showed significantly lower intakes of vitamin $B_2$, niacin and calcium than the home-residing elderly. The hand grip strength and back muscle strength were lower in the elderly of social welfare center, but a significant difference was found only in the left hand grip strength. The muscle strength, especially the left hand grip strength of those in social welfare center, showed significant correlations with various nutrient intakes. In contrast, generally no relationship between muscle strength and nutrients intakes status could be found in the home residing elderly. The variances in the mean hand grip strength and the left hand grip strength 19.0% and 18.6% respectively, were explained by their ages. This is in contrast to 22.3% and 32.4% of calorie intake and vegetable protein intake in the elderly of the social welfare center. In conclusion, the status of nutrient intake in those in the social welfare center seems to be low, and it is assumed that the low calorie and vegetable protein intake may contribute to the muscle strength decline in the socioeconomically high risk elderly.

FRACTURE OF HIGH-STRENGTH CONCRETE : Implications for Structural Applications

  • Darwin, David
    • Proceedings of the Korea Concrete Institute Conference
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    • 2000.10a
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    • pp.11-30
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    • 2000
  • Structural properties of reinforced concrete, such as bond and shear strength, that depend on the tensile properties of concrete are much lower for high-strength concrete than would be expected based on relationships developed for normal-strength concretes. To determine the reason for this behavior, studies at the University of Kansas have addressed the effects of aggregate type, water-cementitious material ratio, and age on the mechanical and fracture properties of normal and high-strength concretes. The relationships between compressive strength, flexural strength, and fracture properties were studied. At the time of test, concrete ranged in age from 5 to 180 days. Water-cementitious material ratios ranged from 0.24 to 0.50, producing compressive strengths between 20 MPa(2, 920 psi) and 99 MPa(14, 320psi). Mixes contained either basalt or crushed limestone aggregate, with maximum sizes of 12mm(1/2in). or 19mm(3/4in). The tests demonstrate that the higher quality basalt coarse aggregate provides higher strengths in compression than limestone only for the high-strength concrete, but measurably higher strengths in flexure, and significantly higher fracture energies than the limestone coarse aggregate at all water-cementitious material ratios and ages. Compressive strength, water-cementitious material ratio, and age have no apparent relationship with fracture energy, which is principally governed by coarse aggregate properties. The peak bending stress in the fracture test is linearly related to flexural strength. Overall, as concrete strength increases, the amount of energy stored in the material at the peak tensile load increases, but the ability of the material to dissipate energy remains nearly constant. This suggests that, as higher strength cementitious materials are placed in service, the probability of nonductile failures will measurably increase. Both research and educational effort will be needed to develop strategies to limit the probability of brittle failures and inform the design community of the nature of the problems associated with high-strength concrete.

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Development of Job Satisfaction Measurement Model Using Structural Equation Model (구조방정식모델을 이용한 직무만족도 평가모형 개발)

  • Chun, Young-Ho
    • Journal of Korean Society for Quality Management
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    • v.39 no.1
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    • pp.90-97
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    • 2011
  • The purpose of this study is to analyze various factors comprising a job satisfaction; determine possible factors that affects job satisfaction. Job satisfaction model is designed to evaluate major factors, such as job stress and strength, and to assess relationship between these factors. Partial least squares algorithm is used to develop a job satisfaction measurement model. To evaluate validity of developed model, survey data of health insurance review and assessment service is to applied.