• Journal of Digital Convergence
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• v.14 no.3
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• pp.409-418
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• 2016

This study examines how instructor's attractiveness perceived by pilates participants affects participants' flow and passion. The subjects for this study were 214 participants who participated in pilates in Seoul. The reliability and validity test of the questionnaire were conducted by using SPSS & AMOS Window 18.0 program; the results of descriptive analysis, factor analysis, correlation analysis, structural equation model are as follows; First, the instructors' attractiveness affects pilates participants' flow. Second, the instructors' attractiveness has influence on the participants' passion. Third, pilates participants' flow affects their passion. Lastly there is a causal relationship between instructors' attractiveness, flow and passion of pilates participants.

• Tunnel and Underground Space
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• v.27 no.2
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• pp.109-119
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• 2017

A lot of twin tunnels were modelled with different pillar widths, rock mass classes and stress ratios in order to consider various site conditions, and the stabilities of the pillars were estimated by numerical analyses and scaled model tests. The strength-stress ratios of the pillar were obtained from three different methods which were using the stresses appeared at the middle point, the whole average and the left/right edges of the pillar. The strength-stress ratio of the pillar edges showed relatively conservative values among them, and it was also practically consistent with the tunnel excavating steps comprising the construction sequence analyses which included the partial excavation and the support system. Scaled model tests were also performed to investigate the tunnel stability, where it was found that cracks were progressively generated from the pillar edges toward the middle point of the pillar. Therefore, in order to both prevent the local damage of pillar and conservatively estimate the tunnel stability, it was thought to be an appropriate method using the strength-stress ratio obtained from the left/right edges of the pillar.

• Journal of Digital Convergence
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• v.14 no.7
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• pp.507-516
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• 2016

This study examined the influence of professionalism of Pilates instructors on attractiveness of instructors and adherence of participants. The subjects of this study were 229 Pilates participants in Seoul and Gyeonggido. The collected data was analyzed by using SPSS & AMOS 18.0 version. The results are as follows. First, the professionalism of Pilates instructors partially affects the attraction. Second, the professionalism of Pilates instructors has partially influence on the adherence of Pilates participants. Third, the attraction of Pilates instructors has partially an effect on the adherence of Pilates participants. Lastly there is a causal relationship between professionalism, attraction of Pilates instructors and adherence of Pilates participants.

• Proceedings of the Korean Institute of Surface Engineering Conference
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• 2008.11a
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• pp.90-90
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• 2008

실리콘을 기판으로 하는 대부분의 태양전지에서는 표면반사에 의한 광에너지손실을 최소화시키고자 습식에칭(wet etching)에 의한 텍스쳐링처리가 이루어진다. 그러나 습식 에칭은 공정 과정이 번거롭고 비용이 많이 든다. Inductively Coupled Plasma Etcher 장비를 이용한 플라즈마 에칭 (plasma etching)을 실리콘 표면에 적용하여 공정을 간단하고 저렴하게 하며 반사도를 획기적으로 낮추는 기술이 개발되었다. 습식 에칭으로 형성된 표면의 피라미드 구조는 1차 반사 후 빛의 일부가 외부로 흩어져 나가지만 플라즈마 에칭으로 형성된 나노구조는 내부전반사가 가능하여 대부분의 태양 에너지를 흡수한다. 나노구조는 필라(pillar)의 형태로 형성되며 이 필라의 길이에 따라 반사도가 다르게 나타난다. 이는 플라즈마 에칭 시 발생하는 이온폭격과 에칭 측벽 식각 보호막(SiOxFy : Silicon- Oxy- Fluoride)이 필라의 길이에 영향을 주기 때문이며, 필라가 길수록 반사도를 저하시킨다. 최저의 반사도를 얻기 위해서 나노필라 형성에 기여하는 플라즈마 에칭 시간, RF bias power, SF6/O2 gas ratio의 변화에 따른 실험이 진행되었다. 플라즈마 발생 초기에는 표면의 거칠기만 증가할 뿐 필라가 형성되지 않지만 특정조건에서 3um 이상의 필라를 얻는다. 이는 에칭 측벽 식각 억제막이 약한 부분으로 이온폭격이 집중되어 발생한다. 플라즈마 에칭을 적용하여 형성된 나노필라는 반사도가 가시광 영역에서 대략 1%에 불과하며, 마스크 없이 공정이 가능한 장점이 있다.

• Journal of Korean Tunnelling and Underground Space Association
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• v.14 no.5
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• pp.453-467
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• 2012

Usage of underground space is increasing at metropolitan city. More than 90% of flood damages have occurred at downtown of metropolitan cities. In order to prevent and/or minimize the flood-induced damage, an underground rainwater detention cavern was proposed to be built underneath existing structures. As for underground caverns to be built for flood control, multi-caverns will be mostly adopted rather than one giant cavern because of stability problem. Because of the stress concentration occurring in the pillars between two adjacent caverns, the pillar-stability is the Achilles' heel in multi-caverns. So, a new pillar-reinforcing technology was proposed in this paper for securing the pillar-stability. In the new pillar-reinforcing technology, reinforced materials which are composed of a steel bar and PC strands are used by applying pressurized grouting, and then, by applying the pre-stress to the PC strands and anchor body. Therefore, this new technology has an advantage of utilizing most of the strength that the in-situ ground can exert, and not much relying on the pre-cast concrete structure. The main effect of the pressurized grouting is the increase of the ground strength and more importantly the decrease of stress concentration in the pillar; that of the pre-stress is the increase of the ground strength due to the increase of the internal pressure. In this paper, ground reinforcing effects were verified the stress change in pillar is obtained by numerical analysis at each construction stage. From these results, the effects of pressurized grouting and pre-stress are verified.

• 주택과사람들
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• s.202
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• pp.80-83
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• 2007

전 세계적으로 복합 용도 개발이 도시 개발의 트렌드다. 미국의 필라델피아와 마이애미는 흥미로운 도시 개발의 사례로 손꼽힌다. 철도 부지에 수익성 높은 빌딩을 건축한 필라델피아와 마이애미의 복합 용도 개발 사례에 대해 알아보자.

• Journal of Korean Tunnelling and Underground Space Association
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• v.13 no.2
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• pp.115-131
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• 2011

Recently, considering the aspects of disaster prevention and environmental damage, the construction of a twin tunnel is increasing. When constructing a twin tunnel, the stresses are concentrated at the pillar so that stability of the tunnel is decreased. Since the previous studies on the behavior of a twin tunnel pillar are mainly restricted to the estimation of the tunnel behavior and the analysis of surface settlement, there is a limit to a quantitative stability estimation of the pillar. Therefore, it was quantitatively investigated how the pillar width of a twin tunnel affects its stability. To ensure this end, global tunnel safety factors obtained numerically using shear strength reduction technique, local safety factors of a pillar using the equation that Matsuda et al. suggested, and strength/stress ratios of the pillar were estimated and their results were analyzed for two sections with different rock covers. For a reasonable design of a twin tunnel pillar, it was turned out that strength/stress ratio, the local pillar safety factor, and global tunnel safety factor should be used interrelatedly rather than independently.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.12 no.7
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• pp.3088-3095
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• 2011

The purpose of this study was to investigate the effects of Pilates exercises on the improvement of blood pressure and respiratory function. 36 subjects which were randomly divided into Pilates exercises group(n=18) and control group(n=18). Subjects in the Pilates exercises group were regularly participated in Pilates exercise program for 8 weeks. We were measured the blood pressure and respiratory function such as blood pressure, VO2max, METs, and Anaerobic threshold at before and after the experiment. After 8 weeks, in Pilate exercises group, there were significant improvement on blood pressure and respiratory function except the diastolic blood pressure. And subjects participated in Pilates exercise group were significantly improved compared to control group on systolic blood pressure, VO2max, METs, and Anaerobic threshold. But in control group, there were no significant differences. In conclusion, regular participation in Pilates exercises improved the blood pressure and respiratory function. These results suggest that Pilates exercise is the method that replace aerobic exercise.

• Tunnel and Underground Space
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• v.26 no.6
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• pp.508-515
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• 2016

In this study, we compared the stability of the pillars by using room and pillar mining method with the four models with different stiffness and pillar overlap ratio. The experimental models consist of two plaster models (overlap ratio 0%, 100%) and two cement models(overlap ratio 0%, 100%). The soft and hard rocks are modeled by plaster and cement models respectively. In these experiments, the model materials with strength values reflecting the calculated scaled factors not been used, so it is not a true scaled model test that reproduces in situ state in the laboratory. Experimental results show that the different overlap ratio pillars are one of the factors that can affect the stability of the mine.

• Tunnel and Underground Space
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• v.24 no.5
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• pp.344-353
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• 2014

In this study, the behavior of rock pillar in the diverging area of road tunnel was assessed by using a three dimensional numerical analysis. Based on parameters affecting the behavior of rock pillar, different safety factors according to pillar width, depth and rock conditions were evaluated. It turned out that as the pillar width increases, the change curve of safety factors in accordance with depth and rock conditions shows more of the nonlinear behavior. By the assessment of the minimum safety factor, a safety factor chart on the behavior of rock pillar in the diverging area of road tunnel was suggested.