• Proceedings of the KIEE Conference
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• 1985.07a
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• pp.185-186
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• 1985

• Physical Therapy Korea
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• v.24 no.1
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• pp.1-8
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• 2017

Background: The multiple hop test is an active performance test that has been commonly used to assess individuals with functional ankle instability. Previous studies have suggested that insufficiency of dynamic postural stability and passive stability during dynamic activities can have an influence on performance in the multiple hop test. However, no study has investigated the effects of dynamic postural stability training and ankle bracing on multiple hop test performance in individuals with functional ankle instability. Objects: The purpose of this study was to compare the immediate effects of dynamic postural stability training versus ankle bracing in the performance of the multiple hop test for participants with functional ankle instability. Methods: Twenty-nine participants with functional ankle instability who scored below 24 in the Cumberland Ankle Instability Tool were selected. The participants were randomly divided into two groups: a dynamic postural stability training group (n1=14) and an ankle bracing control group ($n_2=15$). The multiple hop tests were performed before and after applying each intervention. Dynamic postural stability training was performed using visual-feedback-based balance-training equipment; participants in this group were asked to perform a heel raise in a standing position while watching the centering of their forefoot pressure to prevent excessive ankle inversion. Ankle bracing was applied in the control group. Results: When comparing the pre- and post-intervention period for both groups, both methods significantly improved the results of the multiple hop test (p<.05). However, no significant differences were shown between the dynamic postural stability training and ankle bracing groups (p>.05). Conclusion: Both dynamic postural stability training and ankle bracing showed significant improvement (2.85 seconds and 2.05 seconds, respectively) in test performance. Further study is needed to determine the long-term effects of dynamic postural stability training and to determine whether insufficient dynamic postural stability is a causative factor for functional ankle instability.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2007.11a
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• pp.467-468
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• 2007

• Proceedings of the Korean Geotechical Society Conference
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• 2003.03a
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• pp.137-144
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• 2003

Continuous road improvement is required by situation that need link between cities by special quality that is our country's topography enemy that most of country have consisted to mountain district. According to this, occurrence of large cutting slope is formed necessarily Cutting slope are very weak real condition because of concentrative downpour and can know easily by example of typhoon Rusa. This study did helpful in slope design and carrying out suitable reinforcing method.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2012.05a
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• pp.899-900
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• 2012

• The Transactions of the Korean Institute of Electrical Engineers A
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• v.48 no.12
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• pp.1507-1513
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• 1999

This paper describes simulation and experimental results to analyze the dynamic characteristics of STATCOM, which is connected to the ac system for compensation the power factor and improving the voltage stability. The simulation and experimental results confirm that the scaled model for STATCOM can properly compesate the power factor of the load and regulate the bus voltage at the common connection point.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2012.10a
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• pp.475-476
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• 2012

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2013.05a
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• pp.839-840
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• 2013

• Proceedings of the Korean Geotechical Society Conference
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• 2010.09a
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• pp.119-123
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• 2010

Causes of the levee collapse are directly or indirectly associated with geotechnical engineering as well as hydraulics. In this paper, literature survey and analysis were conducted to present the alternatives in geotechnical engineering issues for rational levee design. The alternatives include the reasonable river-bed soil utilization and precautions of numerical analysis and slope stability analysis, disruption type and improvement method of drainage facility.

• Journal of the Korean Vacuum Society
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• v.4 no.S1
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• pp.151-156
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• 1995

0.5$\mu$m 이하 급의 device에서 TEOS/O3 BPSG 박막을 층간절연막(Interlayer Dielectric)으로 사용하여, 평탄화를 위해 etchback 공정을 적용할 때 BPSG 박막이 가지는 구조적, 화학적 불안정성으로 인해 B,P 농도의 변화나 crack 발생 현상이 일어날 수 있다. 본 실험에서는 이러한 현상을 억제하기 위해 농도를 달리한 이층막의 증착, PR strip 시에 사용하는 wet chemical의 변경 및 증착후 치밀화(densificaiton)공정추가 등의 방법을 사용하였으며, 이에 따른 박막 특성의 변화를 조사하였다.