• Journal of Korean Tunnelling and Underground Space Association
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• v.6 no.2
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• pp.171-182
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• 2004

This study is focused on finding out the mechanical behavior of pillars and the ground adjacent to the tunnel depending on the central tunnel size and the invert during the construction of 2 arch tunnels in the sandy ground. Model tests were performed in the trap door system, which was composed of 3 separately movable plates. Central pillar was installed on the central movable plate to measure the pillar loads during the excavation of pilot tunnel and the main tunnel. The load-transfer and the loosening load were measured at the bottom plates adjacent to the 2 arch tunnels. The ground settlement and displacement of the tunnel lining were also measured. As results, not only pillar load but also the load transfer mechanism was influenced by the construction sequences, central tunnel size, and the invert.

• Journal of the Korean Data and Information Science Society
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• v.21 no.6
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• pp.1101-1108
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• 2010

This study was conducted to investigate whether whole body cryotherapy and spinal decompression have effectiveness on the pain, lumbar flexion range of motion, and global perceived effect scale in patients with lumbar disc herniation. Thirty subjects were participated in this study. And they were all randomly divided into whole body cryotherapy and spinal decompression group. To evaluate the effects of whole body cryotherapy and spinal decompression, subjects were evaluated by using visual analogue scale, lumbar flexion range of motion, and global perceived effect scale. The assessment parameters were evaluated before, after 2 weeks treatments. And we received a consent form whole body cryotherapy subjects. The results of paired t-test, independent t-test, and ANCOVA analysis of variance showed that pain, lumbar flexion range of motion, global perceived effect scale were significantly improved after than before therapy in whole body cryotherapy group. So we conclude that whole body cryotherapy has effectiveness on the pain, lumbar flexion range of motion, and global perceived effect scale in patients with lumbar disc herniation.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.34 no.5
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• pp.495-501
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• 2016

This study applied close-range digital photogrammetry to measure deformation of reinforced-soil wall as the passed time. We proposed to utilize the photogrammetric-board to determine 3D coordinates and compute exterior orientation parameters from the images without measuring control points. The displacements by the proposed method are compared with those of the Total-station. As results, measuring errors was within 5cm, and the deformation was not occurred in the 3 months. The proposed method using the photogrammetric-board therefore can be utilized to measure deformation of the reinforced-soil wall.

• The Journal of the Korea Contents Association
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• v.21 no.5
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• pp.359-366
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• 2021

BCBS (Broad Conceptualization of Beauty Scale) is a measurement tool designed to evaluate the standards of an individual's inner beauty. In this study, reliability and feasibility were verified for 100 female college students using the final Korean version BCBS 9 questions that were formed through the adaptation process. As a result of checking the internal consistency to verify the reliability of Korean version BCBS, it showed high reliability with Cronbach's 𝜶 0.878, subjective beauty 0.874, physical beauty 0.808 and psychological beauty 0.880. As a result of exploratory and confirmatory factor analysis to verify feasibility of Korean version BCBS, feasibility was secured by showing significant results in all items. Therefore, through this study, the Korean version BCBS was proved to be a useful measurement tool that comprehensively evaluates the concept of women's broad scale beauty, and using this as basic data, it is believed that it can be used for professional development and research on internalized beauty for female college students.

• The Journal of the Korea Contents Association
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• v.22 no.8
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• pp.517-526
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• 2022

COVID-19 Student Stress Questionnaire (CSSQ) is an instrument developed to measure COVID-19 related stress of college students. The purpose of this study recognizing the usefulness of the CSSQ was to evaluate the Korean version of the CSSQ. The survey questionnaire was uploaded in the free board of the online community which was most often visited by college students. A total of 293 students participated in this study. It turned out that the Korean version was reliable and valid. However, the original version has 3 factors but the its Korean version was uni-dimensional. Based upon this study, pandemic-related stress scales for college students need be developed in the future.

• Proceedings of the Korean Society for Agricultural Machinery Conference
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• 2001.07a
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• pp.214-219
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• 2001

• Proceedings of the Optical Society of Korea Conference
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• 1998.08a
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• pp.144-145
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• 1998

• Journal of Korean Academy of Nursing
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• v.53 no.3
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• pp.370-370
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• 2023

• Journal of Advanced Marine Engineering and Technology
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• v.36 no.1
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• pp.94-100
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• 2012

The passive control by vertical splitter plate of fluid force acting on a square prism near a plane wall was studied by measuring of fluid force on the prism and by visualization of the flow field using PIV. The hight of the splitter plate was 10% of the square width. The experimental parameters were the attaching position of vertical splitter plate and the space ratios G/B to the prism height. Time variation of vorticity was most remarkable at 3.0B(B: prism height) position toward wake direction from the center of the prism. The point of inflection of average lift coefficient and Strouhal number on the prism were represented at the space ratio G/B=0.4~0.6 for the prism having vertical splitter plate. The drag of the prism was reduced average 5.0% with the space ratios by attaching the vertical splitter plate at the upper and rear corner on the prism. In this case, the size of the separated region on the upside of the prism was smaller than that of prism having no the splitter plate.

• Journal of the Korea institute for structural maintenance and inspection
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• v.13 no.4 s.56
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• pp.170-179
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• 2009

Channel-type lining board(CLB) is a welded steel structure used in the field of open cut subway excavation and building basement construction. Lining board is generally installed at the underground environment which is exposed to corrosion factors such as humidity, temperature and corrosive gases. This study evaluates reusability of the corroded lining board by experimental and analytical method. Static loading tests were performed to know serviceability of corroded CLB after checking thickness loss of the used CLB parts. Strain of the plates and middle point deflection was measured simultaneously. According to experimental test results and comparison with numerical analysis, the thickness loss of the plates by corrosion makes more vertical displacements and stresses in members under the DB vehicle load considering impact factor. As a result, this paper is proposed a way to evaluate used and corroded CLB by checking the plates thickness and it makes construction engineers easy to know optimal time to replace their old CLBs with new one.