• Title/Summary/Keyword: Hindrance stress

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Impact of Job Rotation Stress in Nurses on Psychological Well-being: Focusing on Mediating Effect of Challenge Assessment and Hindrance Assessment (간호사의 직무순환 스트레스가 심리적 안녕감에 미치는 영향: 도전적 평가와 방해적 평가의 매개효과 중심으로)

  • Lee, Hanna;Kim, Jung Min;Han, Jeong Won
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.18 no.10
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    • pp.373-381
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    • 2017
  • This study was conducted to establish and verify a theoretical model that explains the factors and pathways influencing the psychological well-being of nurses. The subjects of this study were nurses working in four general hospitals with over 200 beds in B city and G province. The results of verifying the path coefficient of the nurses' job rotation stress showed that job rotation stress had a significant effect on challenge stress, hindrance stress, and nurses' psychological well-being, while hindrance stress had a negative effect on nurses' psychological well-being. Nurses' job rotation stress had direct effects on challenge stress, hindrance stress, and psychological well-being. Hindrance stress had a direct effect on psychological well-being. In addition, nurses' job rotation stress had an indirect effect on psychological well-being through hindrance stress. Nurses who experienced job rotation showed challenge and hindrance stress. Since hindrance stress interferes with the psychological well-being of nurses, it is necessary to manage stress and make efforts in the nursing organization. Therefore, nursing organizations should establish a positive organizational environment and develop systematic strategies so that job rotation can be a challenging stress factor for nurses.

Research on the Effects of Entrepreneurship of Enterpriser on Subjective Well-being: Focusing on job stress factors and relationship (경영자의 기업가정신이 주관적 웰빙에 미치는 영향에 관한 연구: 직무스트레스 요인과 관계성을 중심으로)

  • Byun, Hee-Ji;Seo, Young-Wook
    • The Journal of the Korea Contents Association
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    • v.20 no.8
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    • pp.128-137
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    • 2020
  • Academic research on entrepreneurship has long been studied in various fields, but research on the relationship between entrepreneurship and subjective well-being is insufficient. This study aims to examine how challenge and hindrance stress affect subjective well-being in the impact of entrepreneurship on subjective well-being in the enterpriser of domestic company, and to determine whether the relationship among the individual characteristics of self-determination factors in this relationship has a mediating effect. According to research results, First, entrepreneurship had a positive effect on challenge stress and subjective well-being, while hindrance stress had an effect of negative. Second, challenge stress had a positive effect on relationships and subjective well-being had a positive influence but was insufficient and hindrance stress had a negative effect on both relational and subjective well-being. Third, Challenge stress and hindrance stress both influenced positive on subjective well-being through relationships. When you summarize the results of the research, It has been confirmed that the entrepreneurship of enterpriser effects subjective well-being, that hindrance stress is a factor that can interfere with subjective well-being, and that relationships play an important role in enhance subjective well-being of enterpriser. Based on these findings, conclusions were discussed and implications and directions for follow-up research were presented.

Hind-casting Simulation of Sedimentation Changes and Passage Hindrance In Keum River Estuary (금강하구 퇴적변화 및 통행지장에 관한 후측모의)

  • Suh SeungWon
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.16 no.4
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    • pp.224-232
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    • 2004
  • Sedimentation changes related with bottom shear stress attenuation at JangHang channel in the Keum River Estuary, where several huge coastal constructions including an estuarine dam have been conducted for last 2 decades, were evaluated for 7 cases to figure out passage hindrance through the channel by a hydrodynamic model using hind-casting technique from 1988 to 2000 at every 2 years interval. Due to the construction of Keum River Estuary Dam, the maximum bottom shear stress rapidly lessened to $0.2-0.6N/m^2$ compared to$1-2N/m^2$ in natural status. Especially it marks below the critical shear stress of $0.4N/m^2$ resulting in severe siltation in the channel just after the closing of dam gates in 1994. It is concluded that the dam may block the tidal energy propagation to upstream and directly results in sedimentation environment in front of dam site. It is also revealed that at least 20% of passage hindrance of small fishing boats through the channel could be counted due to sedimentation by analysis of predicted mean spring tides.

A Study on the Influence of Enterpriser Job Stress on Decision Quality through Corporate Network and Absorption Capacity (경영자의 직무스트레스가 기업네트워크와 흡수역량을 통해 의사결정품질에 미치는 영향에 관한 연구)

  • Byun, Hee-Ji;Seo, Young-Wook
    • Journal of Digital Convergence
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    • v.18 no.9
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    • pp.159-167
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    • 2020
  • This study was intended to examine how the job stress of enterpriser affects decision quality when they make rational decision making, and to empirical analysis on whether decision quality can be enhanced through corporate network and absorption capacity. For this purpose, 356 survey data were collected from small business enterpriser and analyzed using SPSS v.25 and AMOS v.24. Studies have shown that among job stress, challenging stress has positive(+) influence on decision quality, disturbing stress has negative(-) influence on decision quality, and both corporate network and absorption capacity have positive(+) influence on decision quality. In addition, challenge stress and hindrance stress have been shown to have a positive(+) influence on decision quality through corporate network and absorption capacity. These findings confirmed that the challenge factors of job stress had a positive effect on decision quality, and confirmed that the corporate network and absorption capacity were important factors in enhancing decision-making products. As such, conclusions were discussed and implications and directions for follow-up studies were presented.

Investigating the Cause of Hindrance to the Interfacial Bonding of INCONEL 718 Layer Deposited by Kinetic Spray Process (저온 분사 공정을 이용해 적층된 INCONEL 718의 계면접합 저해요인 분석)

  • Kim, Jaeick;Lee, Seungtae;Lee, Changhee
    • Journal of the Korean institute of surface engineering
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    • v.48 no.6
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    • pp.275-282
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    • 2015
  • The cost for maintenance (replacement cost) of Ni-superalloy components in plant industry is very expensive because of high unit price of INCONEL 718. A development of repairing technology using kinetic spray process can be very helpful for reducing the maintenance cost. However, it is very difficult to produce well-deposited INCONEL 718 layer showing high interfacial bond strength via kinetic spraying. Thus, INCONEL 718 was deposited on SCM 440 substrate and the interfacial properties were investigated, in order to elucidate the cause of hindrance to the bonding between INCONEL 718 layer and SCM 440 substrate. As a result, it was revealed that the dominant obstacle to the interfacial bonding was excessive compressive residual stress accumulated in the coating layer, resulting from low plastic-deformation susceptibility of INCONEL 718. Nevertheless, the bonding state was enhanced by the post heat-treatment through relieving the residual stress and generating a diffusion/metallurgical bonding between the INCONEL 718 deposit and SCM 440 substrate.

Thermal Properties and fracture Toughness of Difunctional Epoxy Resins Cured by Catalytic Initiators (촉매형 개시제로 경화된 이관능성 에폭시 수지의 열적 특성 및 파괴인성)

  • 박수진;허건영;이재락
    • Polymer(Korea)
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    • v.26 no.3
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    • pp.344-352
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    • 2002
  • In this work, two thermal cationic latent catalysts, i.e., triphenyl benzyl phosphonium hexafluoroantimonate (TBPH) and benzyl 2-methylpyrazinium hexafluoroantimonate (BMPH) were newly synthesized. And the thermal and mechanical properties of difunctional epoxy (diglycidylether of bisphenol h, DGEBA) resins initiated by 1 phr of either TBPH or BMPH catalyst were investigated. As experimental results, the epoxy/TBPH system showed higher curing temperature and critical stress intensity factor ($K_{IC}$) than those of epoxy/BMPH. This could be interpreted in terms of slow thermal diffusion rate and bulk structure of four phenyl groups in TBPH. However, the decomposed activation energy determined from Coats-Redfern method was lower in the case of epoxy/TBPH. This result was probably due to the fact that broken short chain structure was developed by steric hindrance of TBPH.

The Influence on the Information Security Stressor on Information Security Compliance Intention : Focusing on the Moderation of Authentic Leadership (정보보안 스트레서가 정보보안 준수 의도에 미치는 영향: 진성 리더십의 조절 효과 중심)

  • Hwang, In-Ho
    • The Journal of the Korea institute of electronic communication sciences
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    • v.16 no.6
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    • pp.1101-1112
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    • 2021
  • Organizations continue to increase investment in information security(IS) policies and technologies to prevent external intrusion and internal exposure to information assets. However, as the organization's regulations and behavioral requirements for strict IS policy increase, employees may induce negative behaviors through IS-related stress. The purpose of this study is to suggest the effects of challenge and hindrance stressors on IS compliance intentions and to confirm how authentic leadership moderates the positive and negative effects of stressors. We reflected employees of the organization who are applying IS policy to their work as a study target and applied a survey to obtain a sample for research hypothesis verification. As a result of analysis through structural equation modeling, challenge and hindrance stressors affected IS compliance intentions, and authentic leadership moderated the effects of stressors on compliance intention. Our research helps to establish insiders support strategies to achieve internal IS goals, because the results suggested stressor conditions and leaders' behavioral directions that influence employees IS compliance behavior.

On the Teaching of Calculus according to the Historico-Genetic Principle (역사발생적 관점에서 본 미적분 지도)

  • Park, Moon-Hwan;Min, Se-Young
    • School Mathematics
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    • v.4 no.1
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    • pp.49-62
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    • 2002
  • developed by solving practical problems and gradually formalized and abstracted. But school mathematics seemed to stress the formalized and abstracted mathematics. The same is the case with calculus. In particular, it appeared extremely in teaching of calculus. It caused hindrance of learning and indeed, many students had difficulties in teaming of calculus. Therefore this study investigates the various approaches of calculus teaching and the history of calculus which include approaches by Archimedes, Galileo, Newton, Leibniz and Weierstrass etc. This may offer the implication for calculus teaching and we can find the alternative on the method of calculus teaching in historico-genetic principle. Finally we suggest the direction of calculus teaching from this perspective in tile concrete.

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Meshless formulation for shear-locking free bending elements

  • Kanok-Nukulchai, W.;Barry, W.J.;Saran-Yasoontorn, K.
    • Structural Engineering and Mechanics
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    • v.11 no.2
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    • pp.123-132
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    • 2001
  • An improved version of the Element-free Galerkin method (EFGM) is presented here for addressing the problem of transverse shear locking in shear-deformable beams with a high length over thickness ratio. Based upon Timoshenko's theory of thick beams, it has been recognized that shear locking will be completely eliminated if the rotation field is constructed to match the field of slope, given by the first derivative of displacement. This criterion is applied directly to the most commonly implemented version of EFGM. However in the numerical process to integrate strain energy, the second derivative of the standard Moving Least Square (MLS) shape functions must be evaluated, thus requiring at least a $C^1$ continuity of MLS shape functions instead of $C^0$ continuity in the conventional EFGM. Yet this hindrance is overcome effortlessly by only using at least a $C^1$ weight function. One-dimensional quartic spline weight function with $C^2$ continuity is therefore adopted for this purpose. Various numerical results in this work indicate that the modified version of the EFGM does not exhibit transverse shear locking, reduces stress oscillations, produces fast convergence, and provides a surprisingly high degree of accuracy even with coarse domain discretizations.

Structure stability study for existing subway tunnel segment of Seoul-Busan high-speed railroad (Daegu - Busan) construction (경부고속철도(대구-부산) 도심통과 노반신설 공사중 기존 지하철 터널구간의 구조적 안정성 검토)

  • Kong, Byung-Seung;Kim, Min-Ho
    • Proceedings of the KSR Conference
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    • 2007.05a
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    • pp.1752-1759
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    • 2007
  • In the new Seoul-Busan high speed railroad construction specially city center passage roadbed establishment is recommended the staibility for the existing subway tunnel segments of Busan subway line No. 1 and No.2. regarding the appearance condition, a quality condition and the durability of the objective facility site exact inspection, and it evaluates the numerical analysis which uses MIDAS GTS it leads and there is the objective of the place where the stability of the objective facility and this tunnel it investigates. To immediacy of the on-the-spot inspection result whole facility it is a condition where the reinforcement which is simple not to be hindrance is necessary, 2nd Line case it is a condition which transfer is good but the general defect and the damage which occur from the tunnel of NATM type were confirmed part. While roadbed establishment constructing that the continuous maintenance is necessary, it is judged. The result of 1st, 2nd Line maximum sinkage, unequal sinkage and the lining stress of numerical analysis are within permission and the damage degree is appearing with the fact that the degree it will can disregard it is slight. But it enforces necessary Pre-grouting in order to minimize an actual tunnel face conduct and when the tunnel is excavated it is judged with the fact that necessary to minimize the outflow possibility.

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