• 대한물리의학회지
• /
• 제8권2호
• /
• pp.209-217
• /
• 2013

PURPOSE: The purpose of this study was to investigate the clinical availability of the pendulum test (through reliability and validity) using a NK table attached electrogoniometer for spasticity measurement in patients with brain lesions. METHODS: Thirty-one stroke and traumatic brain injury subjects participated in the study. Intraclass correlation coefficient (ICC) was used to verify the test-retest reliability of spasticity measures of the pendulum test. Pearson's product correlation coefficient was used to examine the validity of the pendulum test through the amplitude of the deep tendon reflex (DTR) test known for objective and quantitative measure of spasticity. RESULTS: In these results, the test-retest reliability was showed significantly high correlation between pendulum tests (ICCs=.95~.97, p<.01). There were significant negative correlations between the amplitude of the DTR test and all measures of spasticity of the pendulum test(r=-.77~-.85, p<.01). CONCLUSION: Thus, it is possible to use the pendulum test using a NK table as an objective measure of spasticity, rather than other expensive equipment, which is more complicated to use. Further studies are needed to explore the therapeutic effects of spasticity using a newly designed pendulum test equipment in this study.

• 전기학회논문지
• /
• 제56권4호
• /
• pp.817-819
• /
• 2007

The purpose of this work is to develop a measurement system of the pendulum test with minimal restriction of experimental environment and little influence of noise. In this work, we developed a vision system without any line between markers and a camera. The system performance is little influenced by the experimental environment, if light are sufficient to recognize markers. For the validation of the system, we compared knee joint angle trajectories measured by the developed system and by the magnetic sensor system during the nominal pendulum test and the maximum speed voluntary knee joint rotation. The joint angle trajectories of the developed system during both tests matched well with those of the magnetic system. Therefore, we suggest the vision system as an alternative to the previous systems with limited practicality for the pendulum test.

• 한국지진공학회논문집
• /
• 제12권2호
• /
• pp.1-8
• /
• 2008

본 연구에서는 전력설비 중 그 중요도가 가장 큰 변압기를 대상으로, 지진 발생 시 변압기의 파손을 방지하기 위하여 마찰진자 면진장치를 개발하고, 진동대시험을 통하여 그에 대한 내진성능을 입증하였다. 본 연구에서 개발한 마찰진자 면진장치에 대해 압축재하시험 및 마찰시험을 수행한 결과, 변압기의 면진장치로서 적용 가능한 것으로 나타났으며, 특히 변압기 축소모형을 대상으로 진동시험대에 의한 내진성능시험을 수행한 결과, 기존의 일반 고정기초형식보다 변압기 기초부의 최대 응답가속도는 약30%, 부싱 상단의 최대 응답가속도는 약 59% 감소하였다. 또한, 마찰진자 면진장치 설치 후, 변압기의 고유진동수가 약 82% 감소하며 장주기로 이동함을 확인할 수 있었다. 이와 같이 변압기에 마찰진자 면진장치를 적용하는 경우, 지진으로 인한 변압기의 파손을 효과적으로 방지할 수 있을 것으로 판단된다.

• 문화기술의 융합
• /
• 제6권4호
• /
• pp.703-708
• /
• 2020

최근 지진에 대한 위험이 고취됨에 따라 내진설계에 대한 관심이 높아지고 있는 실정이다. 이에 본 연구에서는 면진장치중 하나인 마찰 진자형 지진격리받침을 고강도 엔지니어링 플라스틱을 이용하여 슬라이더(spherical)를 적용하였다. 이는 다른 금속에 비해 가벼운 중량으로 운반, 설치 및 유지보수가 매우 용이하고, 기존의 금속부품 대비 내부식성이 매우 우수하다. 또한 특수 마찰재를 삽입하여 사용하므로 교체가 용이하여 마찰계수 조절이 가능하다는 장점을 입증하였지만 금속 소재 슬라이더 대비 장기 처짐에 대한 우려가 대두되어 왔다. 따라서 본 연구에서는 개발된 마찰 진자형 지진격리받침으로 압축-전단시험, 반복피로시험 후 극한하중 재하시험을 실시하여 시험 후의 압축 및 전단특성 변화와 반복피로시험 후 극한하중 재하시 슬라이더의 변형 및 전단특성을 측정, 분석하여 슬라이더의 장기 처짐값을 측정하였고 그 처짐값이 사용 설계 허용범위 내에 있는지를 입증하였다.

• 한국소음진동공학회:학술대회논문집
• /
• 한국소음진동공학회 2011년도 춘계학술대회 논문집
• /
• pp.389-394
• /
• 2011

Existing FPS(Friction Pendulum System) is isolation system which is possible to isolate structures by pendulum characteristic from ground vibration. Structural natural frequency could be decided by designing the radius of curvature of FPS. Thus, response vibration could be reduced by changing natural frequency of structures from FPS. But effective periods of recorded seismic wave were various and estimation of earthquake characteristic could be difficult. If effective periods of seismic wave correspond to natural frequency of structures with FPS, resonance can be occurred. Therefore, CFPBS(Cone-type Friction Pendulum Bearing System) was developed for controlling the response acceleration and displacement by the slope of friction surfaces. Structural natural frequency with CFPBS can be changed according to position of ball on the friction surface which was designed cone-type. Therefore, Divergence of response could be controlled by CFPBS which had constantly changing natural frequency with low modal participation factor in wide-range. In this study, Seismic performance of CFPBS was evaluated by numerical analysis and shaking table test.

• 한국소음진동공학회논문집
• /
• 제21권7호
• /
• pp.599-608
• /
• 2011

FPS(friction pendulum system) is an isolation system which is possible to isolate structures from earthquake by pendulum characteristic. Natural frequencies of the structures could be determined by designing the radius of curvature of FPS. Thus, response vibration could be reduced by changing natural frequency of structures from FPS. But effective periods of recorded seismic wave were various and estimation of earthquake characteristic could be difficult. If effective periods of seismic wave correspond to natural frequency of structures with FPS, resonance can be occurred. Therefore, CFPBS(cone-type friction pendulum bearing system) was developed for controlling the acceleration and displacement of structure by the slope of friction surfaces. Structural natural frequency with CFPBS can be changed according to position of ball on the friction surface which was designed cone-type. Therefore, superstructures on CFPBS could be isolated from earthquake. In this study, seismic performance of CFPBS was evaluated by numerical analysis and shaking table test.

• 한국산업융합학회 논문집
• /
• 제23권1호
• /
• pp.49-55
• /
• 2020

This paper presents the system modeling, analysis, and controller design and implementation with a inverted pendulum system in order to test Linear Quadratic control based robust algorithm for inverted pendulum robot. The balancing of an inverted pendulum robot by moving pendulum robot like as 'segway' along a horizontal track is a classic problem in the area of control. This paper will describe two methods to swing a pendulum attached to a cart from an initial downwards position to an upright position and maintain that state. The results of real experiment show that the proposed control system has superior performance for following a reference command at certain initial conditions.

• 한국지진공학회:학술대회논문집
• /
• 한국지진공학회 2003년도 추계 학술발표회논문집
• /
• pp.403-410
• /
• 2003

This paper presents the results of experimental studies on the equipment isolation effect in the nuclear containment. For this purpose, shaking table tests were performed. The isolation system, known as Friction Pendulum System (FPS), combines the concepts of sliding bearings and pendulum motion was selected. Peak ground acceleration, bidirectional motion, effect of vertical motion and frequency contents of selected earthquake motions were considered. Finally, it is presented that the FPS systems are effective for the small equipment isolation. Key word equipment isolation, nuclear containment, shaking table test, Friction Pendulum System (FPS)

• 한국건축시공학회:학술대회논문집
• /
• 한국건축시공학회 2012년도 추계 학술논문 발표대회
• /
• pp.181-184
• /
• 2012

The Tuned Pendulum Slab Damper(TPSD)system is mainly composed of suspended pendulum slab which was hanging with cable wire from the top floor of building without any extra loads structurally, and can be helpful to reduce vibration with effect of tuned mass damper function by the principle of pendulum movement. The experiment was performed with miniatures of the 30stories of steel structure building by the forced vibration test using shaking table, and the result was reduced about 42% of vibration. The purpose of this study was to make analysis of application of the TPSD system to new building and exist building against strong wind or seismic wave. The result of this study was that the TPSD system shall be satisfactory in field of execution, process control, safety and economical efficiency with saving up to 70% of construction cost.

• 한국정보통신학회:학술대회논문집
• /
• 한국정보통신학회 2012년도 춘계학술대회
• /
• pp.529-532
• /
• 2012

본 논문은 연마용 로봇의 외부에 대한 강건 제어를 위한 방법으로 로봇의 강인제어기법을 테스트하기 위한 방법으로 수평형 도립진자를 이용하여 제안한 기법을 선형화된 모델을 기반으로 제어하고자 한다. 수평형 도립진자를 이용한 복잡한 동특성 분석과 비선형 시스템의 수학적 모델링을 통해 수식화하였고, 선형화된 상태공간방정식을 이용하는 현대제어인 슬라이드 모드 제어를 도입하여 시스템 제어를 해보았다. 또한, 동역학의 파라미터를 설계하며 또한 알 수 없는 외란과 파라미터 변동을 추정하는 외란 관측기를 사용하여 더욱 제어 시스템에 강인성을 실험결과로 분석하였다.