• 한국산학기술학회논문지
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• 제18권12호
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• pp.26-31
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• 2017

전력계통의 과도안정도를 향상시키기 위해 종래에는 무효전력 보상장치를 설치하는 방법을 주로 사용하였다. 전통적인 무효전력 보상장치 중 SVC(Static Var Compensator), 변압기의 탭 변환기는 값이 싸고 기계적 스위칭으로 동작하여 속도가 느리다는 단점이 있고, 전력전자기술을 바탕으로 하는 STATCOM(Static Synchronous Compensator)은 고속으로 동작할 수 있는 장점이 있어 최근에 각광을 받고 있지만 고가의 장치라는 단점이 있다. 또한, 무효전력 보상장치에 기반한 전통적인 방법은 무효전력만을 공급하여 과도안정도를 향상시키기에 대형 전동기의 트립에 의한 급격한 전압붕괴를 막을 수 없다. 반면에 에너지 저장시스템은 무효전력과 유효전력을 동시에 공급할 수 있다. 즉, 선로사고로 인하여 부하에 유효전력의 공급이 감소하는 것을 ESS을 통한 유효전력을 공급함과 동시에 적절한 무효전력의 공급을 통하여 과도안정도를 향상시킬 수 있다. 전력계통의 사고 시 유효전력의 빠른 공급은 과도안정도 향상에 매우 중요한 역할을 한다. 본 논문에서는 대형 전동기 부하와 같은 큰 동적부하를 가지는 전력계통에 대하여 에너지저장시스템을 사용한 과도안정도 향상방법을 제시한다. 또한, 유효전력과 무효전력을 보상하는 방법이 기존의 방법보다 더 효과적으로 과도안정도를 향상시킴을 확인하였다.

• 한국산학기술학회논문지
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• 제20권6호
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• pp.592-597
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• 2019

전력계통의 과도안정도를 향상시키기 위한 종래의 방법은 STATCOM(Static Synchronous Compensator), SVC(Static Var Compensator)와 같은 무효전력 보상장치를 이용하는 것이다. 하지만 무효전력 보상장치에 기반한 전통적인 방법은 대형 전동기의 트립에 의한 급격한 전압붕괴를 막을 수 없다. 반면에 에너지 저장시스템은 무효전력과 유효전력을 동시에 공급할 수 있다. 전력계통의 사고 시 유효전력의 빠른 공급은 과도안정도 향상에 매우 중요한 역할을 한다. 본 논문에서는 대형 전동기부하와 같은 큰 동적부하를 가지는 전력계통에 대하여 에너지저장시스템을 사용한 과도 안정도 향상방법을 제시한다. 또한 유효전력과 무효전력을 보상하는 방법이 기존의 방법보다 더 효과적으로 과도 안정도를 향상시킴을 확인하였다.

• Tribology and Lubricants
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• 제14권4호
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• pp.100-107
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• 1998

A new bearing concept, the wave journal bearing, has been developed to improve the static and dynamic performance of a hydrodynamic journal bearing. This concept features a wave in bearing surface. Not only straight but also twisted wave journal bearing are investigated numerically. The performances of straight and twisted bearings are compared to a plain journal bearing over a wide range of eccentricity. The bearing load and stability characteristics are dependent on the geometric parameters such as the number of waves, the amplitude and the start point of the wave relative to the applied load direction. The wave journal bearing, especially for the twisted one, offers better stability than the plain journal bearing under all eccentricity and load orientation.

• 한국윤활학회:학술대회논문집
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• 한국윤활학회 1999년도 제29회 춘계학술대회
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• pp.156-161
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• 1999

new bearing concept, the wave journal bearing, has been developed to improve the static and dynamic performances of an air-lubricated hydrodynamic journal bearing. This concept features waves on bearing surface. In this study, we present the solution of the compressible Reynolds equation valid for arbitrary Knudsen numbers. Straight wave journal bearing is investigated numerically. The performances of straight wave bearing are compared to the plain journal bearing over relatively wide range of bearing number and eccentricity. The wave journal bearing offers better stability than the plain journal bearing under a13 bearing numbers covered in this study. The bearing load and stability characteristics are dependent on the geometric parameters such as the amplitude and the starting point of the wave relative to the applied load. Under the condition of Knudsen number)0.01, we can not ignore the effect of slip for journal bearing.

• Tribology and Lubricants
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• 제17권1호
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• pp.28-32
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• 2001

A new bearing concept, the wave journal bearing, has been developed to improve the static and dynamic performances of an air-lubricated hydrodynamic journal bearing. This concept features waves on bearing surface. In this study, we present the solution of the compressible Reynolds equation valid for arbitrary Knudsen numbers. Straight wave journal bearing is investigated numerically. The performances of straight wave bearing are compared to the plain journal bearing over relatively wide range of bearing number and eccentricity. The wave journal bearing offers better stability than the plain journal bearing under all bearing numbers covered in this study. The bearing load and stability characteristics are dependent on the geometric parameters such as the amplitude and the starting point of the wave relative to the applied load. Under the condition of Knudsen number＞0.01, we can not ignore the effect of slip for Journal bearing.

• 한국전문물리치료학회지
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• 제29권2호
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• pp.156-164
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• 2022

Background: Low back pain (LBP) is a representative disease, and LBP is characterized by muscle dysfunction that provides stability to the lumbar spine. This causes physical functional problems such as decreased posture control ability by reducing the muscular endurance and balance of the lumbar spine. Pelvic compression using instruments, which has been used during recent stabilization exercises, focuses on the anterior superior iliac spine of the pelvis and puts pressure on the sacroiliac joint during exercise, making the pelvis more symmetrical and stable. Currently, research has been actively conducted on the use of pelvic compression belts and non-elastic pelvic belts; however, few studies have conducted research on the application effect of pelvic compression using instruments. Objects: This study aimed to investigate whether there is a difference in trunk muscular endurance and dynamic and static balance ability levels by applying pelvic stabilization through a pelvic compression device between the LBP group and the non-LBP group. Methods: Thirty-nine subjects currently enrolled in Daejeon University were divided into 20 subjects with LBP group and 19 subjects without LBP (NLBP group), and the groups were compared with and without pelvic compression. The trunk muscular endurance test was performed with 4 movements, the dynamic balance test was performed using a Y-balance test, and the static balance test was performed using a Wii balance board. Results: There was a significant difference the LBP group and the NLBP group after pelvic compression was applied to all tests (p < 0.05). In the static and dynamic balance ability test after pelvic compression was applied, there was a significant difference in the LBP group than in the NLBP group (p < 0.05). Conclusion: These results show that pelvic compression using instruments has a positive effect on both those with and without LBP and that it has a greater impact on balance ability when applied to those with LBP.

• 국제물리치료학회지
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• 제3권2호
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• pp.446-452
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• 2012

This study aims to examine the effects of taping of the ankle joint on the static and dynamic balance and gait ability of stroke patients. Twenty-six stroke patients receiving physical therapy at a hospital located in Gyeonggi-do were divided equally into a group that had taping in physical therapy and an ordinary physical therapy group. They exercised for 30 minutes each, 3 times per week for 8 weeks from June to August 2011. Romberg's eye open and eye closed tests, limits of stability(LOS), forward and back test, timed up and go test(TUG) and 10-meter gait velocity test were performed to evaluate static balance, dynamic balance, and gait ability, respectively, prior to and 8 weeks after the intervention. Differences within each group in relation to the lapse of time were compared by a paired t-test. Differences between the two groups were compared by an independent t-test. Regarding comparison of differences within each group, all tests resulted in significant changes in both groups after the intervention (p<.05). Comparison of differences between the two groups showed that taping in the physical therapy group had significantly better test results than the ordinary physical therapy group in all measured items(p<.05). The after effects of ankle taping on stroke patients are more efficient and effective than ordinary physical therapy alone in improving balance and gait ability.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2014년도 추계학술대회 논문집
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• pp.821-822
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• 2014

When performing the tunnel excavation blasting, the lower road structure can cause the damage of the structure caused by blasting vibration. In this case the existing structurel meet all of the static and the dynamic stability. But in the domestic management of building structures is presented vibration and is the only criteria, and the criteria for major civil engineering structures insufficient research situation. This study examined the influence of the road structure according to the blast vibration by utilizing the numerical analysis.

• Structural Engineering and Mechanics
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• 제29권5호
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• pp.567-579
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• 2008

To gain understanding of the applicability of CFRP cables in super long-span cable-stayed bridges, by taking a 1400 m cable-stayed bridge as example, mechanics performance including the static behavior under service load, dynamic behavior, wind stability and seismic behavior of the bridge using either steel or CFRP cables are investigated numerically and compared. The results show that viewed from the aspect of mechanics performance, the use of CFRP cables in super long-span cable-stayed bridges is feasible, and the cross-sectional areas of CFRP cables should be determined by the principle of equivalent axial stiffness.

• 한국구조물진단유지관리공학회 논문집
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• 제24권5호
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• pp.53-60
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• 2020

본 연구에서는 현장 타설 콘크리트 공법과 같이 연속성을 가질 수 있는 스마트 프리캐스트 일체화 기술을 철도 정거장 토목/건축 구조물 적용성에 구조물의 실제 현장에서 이루어지는 방법과 동일하게 설치 후 철도 기준에 준하는 설계 후 정적/동적 거동 해석을 통해서 최적단면을 도출하며, 기존 동적 센서와 3축 가속도측정 센서를 부착하여 프리캐스트 구조물의 손상 정도에 따른 mode 해석을 비교하여, 프리캐스트 구조물의 안정성에 대한 데이터와 철도 연변에서의 불확실성에 대한 개선과 향후 프리캐스트 구조물의 교체 시기, 손상 위치 등에 대한 기초자료로 활용하기 위함이다.