• The Journal of the Korea Contents Association
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• v.15 no.6
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• pp.432-444
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• 2015

This study investigated the effects of job demand-resource variables that appear in a special organizational environment such as a hospital on job burnout and job engagement using the job demands-resources model of Schaufeli & Bakker(2004). And also the study investigated to verify discriminatory mediating roles of emotional labor strategies in the process. The main finding of this study was as follows: Job demands-resources showed a positive relationship in the job burnout and job engagement, and job demands induced surface acting and job resources induced deep acting. However, deep acting showed a positive relationship to job engagement, and surface acting showed a negative relationship with job burnout unlike in previous study results, which was not significant. The results of verifying the meditation model through Boostrap showed that since the two indirect effects were not significant, the meditating role of emotional labor strategies was not verified in the effects of job demand-resource levels on job attitudes, including job burn out and job engagement.

• The Journal of the Korea Contents Association
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• v.15 no.6
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• pp.487-498
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• 2015

The main purpose of this study was to examine the relationship among hoteliers' emotional labor like surface acting (SA) and deep acting (DA), job stress such as physical stress (PS) and mental stress (MS), and extra-role behavior (EB). Using data from 264 surveys collected from five-star hotels' employees, the author empirically tested the research model. Main results on applying structural equation analysis are as follows. (1) SA had positive impacts on both PS and JS while DA was negatively significant on only MS. (2) ER was influenced by DA while there was no significance on SA. (3) MS was negatively related to ER, and PS was also significantly effective; however, the estimate of PS indicated a positive correlation unlike theoretical prediction. In conclusion, a discussion about the interesting phenomenon was held based on self-rewarding acts.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.27 no.6
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• pp.581-588
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• 2014

The PSC bridges have recently been widely used in Korea. The PSC bridge is a structure whose performance is improved through the use of tendons and steel bars in deflection and cracking characteristics of the concrete. Therefore, measurement or estimation of the load acting on tendon is important in order to maintain the PSC bridges efficiently and safely. This paper deals with a numerical study on the deformation of a multi-tendon anchor head in order to verify the relationship between the load acting on tendon and the deformation of anchor head. All kinematics, material properties and contact nonlinearity are included for the precise analysis and numerical studies are performed by Abaqus. From the numerical results, it is verified that the hoop strain is most useful in the estimation of the load acting on tendon and strains are affected by various parameters such as friction coefficient, boundary conditions, and arrangement.

• Journal of the Korean Society for Railway
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• v.17 no.4
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• pp.245-250
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• 2014

This paper, as a study for the serviceability design of railway bridges with concrete track, presents the effects of design parameters of tracks and bridges on the forces acting on the rail supports of the track. To calculate the forces acting on the track, an unequal spacing discrete supported model with different spacing of rail supports was induced. Design parameters are the rail support spacing of expansion joints above abutments or piers of bridges, the distance from the support of a girder to the last rail support on the end of the girder, and the number of additional rail supports. The causes of the displacement of track are axial force, unit vertical displacement, and unit rotation. From the analysis, the maximum compressive force and the maximum uplifting force acting on the rail supports were determined and the effects of the rail support spacing on the forces acting on the track were presented.

• Journal of the Korean Geotechnical Society
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• v.18 no.5
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• pp.221-228
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• 2002

The stability of a tunnel face is one of the most important factors in tunnel excavation. Especially, if a tunnel is located under groundwater level, groundwater may flow into the tunnel face and seepage forces acting on the tunnel face due to groundwater flow may affect seriously the stability of the tunnel face. Therefore, the seepage pressure at the tunnel face should be considered fir the proper design and safe construction of a tunnel. In this paper, the effect of tunnel advance rate on the seepage forces acting on the tunnel face was studied. The finite element program to analyze the groundwater flow around a tunnel with the consideration of tunnel advance rate was developed. Using the program, the parametric study for the effect of the tunnel advance rate and hydraulic characteristics of the ground on the seepage forces acting on the tunnel face was made. From this study, it was concluded that the tunnel advance rate must betaken into consideration as an additional parameter to assess the seepage forces at the tunnel face and a rational design methodology fer the assessment of support pressures required for maintaining the stability of the tunnel face was suggested for undetwater tunnels.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.7 no.6
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• pp.1271-1276
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• 2006

Vertical loads acting on corrugated metal culverts under negative arching condition were investigated through numerical analyses. Four kinds of corrugated metal culverts with span of 3m were considered in numerical analyses. Also, depths of cover were varied from 1m to 6m with increment of 1m. According to numerical analyses, magnitudes of vertical loads acting on culverts under the condition of negative arching were similar as overburden load on culvert. Furthermore, magnitudes of vertical loads acting on culverts supported by pile foundation were similar as those without pile foundation when depths of cover were less than about 2m. For larger depths of cover which are greater than about two times of span of culvert, magnitudes of vertical loads were slightly larger than those without pile foundation and its tendency becomes more clear as flexural rigidity of corrugated metal increases.

• The Journal of the Korea Contents Association
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• v.9 no.9
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• pp.335-345
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• 2009

This paper is 1) to find out what make cause in the emotional labor and emotional dissonance on hotel employee, 2) to investigate relationship between burnout and turnover intention on the personal character, 3) finally to suggest strategical implications for hotel management decision-maker. The questionnaires are distributed 400 on hotel employees, then used for data analysis 351. The results are as followed. First, the higher surface acting, deep acting, and emotional deviance in the emotional labor, the higher emotional dissonance. But the higher expression of natural emotions, it was showed lowly in the emotional dissonance. Second, the higher emotional dissonance, it was revealed highly burnout and turnover intention.

• The Journal of the Convergence on Culture Technology
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• v.5 no.4
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• pp.99-104
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• 2019

The purpose of this study is to investigate the effect of emotional labor behavior of employee at geriatric long-term care(LTC) facilities on job burnout and service quality focusing on the emotional leadership of superior to improve the working environment of LTC employee and provide the high-quality service to seniors. First, it is appeared that between emotional labor behaviors deep acting has a negative effect on job burnout, in contrast surface acting has a positive effect on job burnout. and, emotional labor behavior has positive influence on service quality. Second, self efficacy has partial mediating effect of tangibility, reliability, assurance and empathy on service quality only for the deep acting between emotional labor behaviors. Third, between emotional labor behavior, emotional leadership has moderating effect on emotional depletion and deterioration of personal accomplishment. In contrast, moderating effect of emotional leadership is not appeared on surface acting and depersonalization. In conclusion, further study is required to improve service quality of elderly in LTC facility and working environment of LCT facility workforce.

• The Journal of the Korea Contents Association
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• v.21 no.12
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• pp.842-854
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• 2021

Performing industries in Korea and abroad have been attempting a wide range of artistic experiments utilizing online platforms ever since the Covid-19 pandemic. Accordingly, this study will shed light on the functional characteristics of Zoom, which was used as a creative tool for theater performances. At first, after examining theater performances presented in Korea and abroad using Zoom and their characteristics, the production stage of the Zoom play will be analyzed by dividing it into following stages; a research-based pre-production stage, a scene workshop stage that composes each scene based on the script, a recording stage filming each scene on Zoom, and Streaming stage for presenting the show. Furthermore, the actor's approaches to acting in this production process was presumed to be separation of gaze, re-recognition of space, utilization of expressive gestures, and reaction as an active action. As a result, it proposes the possibility of ongoing development of theatrical work using Zoom and the evolutionary aspect of actor's acting approaches in accordance with theatrical work via Zoom.

• Journal of Ocean Engineering and Technology
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• v.32 no.6
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• pp.433-439
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• 2018

An investigation was conducted to determine whether the changes in the maneuvering forces and moments acting on a hull could be affected by changing the vertical center of gravity (VCG) of a tanker. The changes in the hydrodynamic forces and moment acting on a hull according to the restraint conditions of motion were examined using CFD for cases where the VCG was located at the design draught (100% of draught), under the design draught (75% of draught), and at half of the design draught (50% of draught). The following motion restraint conditions were selected: (1) fixed restraints for everything; (2) heave, pitch, and roll free restraint; and (3) heave and pitch free restraints. It was found that restraint condition (2) had the best agreement with the model experiment results. In addition, it was found that the hydrodynamic forces and moment acting on the hull with restraint condition (2) could be greatly affected in the model tests and CFD calculations by the various configurations for the vertical center of gravity of the hull. Finally, it was concluded that the location of the vertical center of gravity of the hull could be an important factor when more accurate hydrodynamic maneuvering forces and moment are estimated.