• 제목/요약/키워드: stability test

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체간 안정성 운동이 만성 요통 환자의 기능적 움직임과 동적 균형능력 및 체간 안정성에 미치는 영향 (The Effects of Trunk Stability Exercise on Functional Movement, Dynamic Balance Ability and Trunk Stability in Patients with Chronic Back Pain)

  • 정주연;김태규;김수용
    • 한국융합학회논문지
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    • 제11권3호
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    • pp.245-252
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    • 2020
  • 본 연구는 요가, 필라테스, 코어운동 등 체간 안정성 운동프로그램 적용 전후의 만성 요통 환자의 기능적 움직임, 동적 균형능력 및 체간 안정성의 변화를 확인하고, 3가지 체간 안정성 운동의 효과를 비교하고자 하였다. 만성 요통을 가진 성인 43명을 요가 집단 (n=15)과 필라테스 집단 (n=15) 및 코어 운동 집단 (n=13)으로 분류하였고, Functional Movement Screen (FMS)와 Lower Quater Y-Balance Test (YBT-LQ) 및 Trunk Stability Test (TST)를 통해 기능적 움직임, 동적 균형능력 및 체간 안정성을 각각 측정하였다. 이후 8주간 운동을 적용한 후 모든 변인을 재측정하였으며, 운동 적용 전후 차이를 비교 분석하였다. 그 결과, 세 집단 모두 운동 적용 후 FMS, YBT-LQ 및 TST의 측정값이 적용 전보다 유의하게 증가하였으나, 각 운동 적용에 따른 집단 간의 차이는 나타나지 않았다. 이런 결과는 요가, 필라테스 및 코어 운동이 만성 요통 환자의 기능적 움직임, 동적 균형능력 및 체간 안정성을 개선하는 데 도움이 된다는 것을 보여주었다.

Effect of pain on cranio-cervico-mandibular function and postural stability in people with temporomandibular joint disorders

  • Mehmet Micoogullari;Inci Yuksel;Salih Angin
    • The Korean Journal of Pain
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    • 제37권2호
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    • pp.164-177
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    • 2024
  • Background: Neck and jaw pain is common and is associated with jaw functional limitations, postural stability, muscular endurance, and proprioception. This study aimed to investigate the effect of jaw and neck pain on cranio-cervico-mandibular functions and postural stability in patients with temporomandibular joint disorders (TMJDs). Methods: Fifty-two patients with TMJDs were included and assessed using Fonseca's Questionnaire and the Helkimo Clinical Dysfunction Index. An isometric strength test was performed for the TMJ depressor and cervical muscles. The TMJ position sense (TMJPS) test and cervical joint position error test (CJPET) were employed for proprioception. Total sway degree was obtained for the assessment of postural stability. Deep neck flexor endurance (DNFE) was assessed using the craniocervical flexion test. The mandibular function impairment questionnaire (MFIQ) was employed to assess mandibular function, and the craniovertebral angle (CVA) was measured for forward head posture. Results: Jaw and neck pain negatively affected CVA (R2 = 0.130), TMJPS (R2 = 0.286), DNFE (R2 = 0.355), TMJ depressor (R2 = 0.145), cervical flexor (R2 = 0.144), and extensor (R2 = 0.148) muscle strength. Jaw and neck pain also positively affected CJPET for flexion (R2 = 0.116) and extension (R2 = 0.146), as well as total sway degree (R2 = 0.128) and MFIQ (R2 = 0.230). Conclusions: Patients with painful TMJDs, could have impaired muscle strength and proprioception of the TMJ and cervical region. The jaw and neck pain could also affect postural stability, and the endurance of deep neck flexors as well as mandibular functions in TMJDs.

아스팔트 콘크리트 채움재로 TDF Fly Ash 적용에 따른 아스팔트 혼합물 기초 물성 평가 (Fundamental Properties of Asphalt Concrete Mixture as Using TDF Fly Ash as Mineral Filler)

  • 최민주;김혁중;김용주;이재준
    • 대한토목학회논문집
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    • 제37권2호
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    • pp.497-505
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    • 2017
  • TDF (Tire derived fuel) Fly ash는 폐타이어를 발전소의 연료원으로써 사용하고 발생된 분말형태의 산업 부산물이다. TDF Fly ash는 현재까지 국내에서 사업장 폐기물로 분류되어 적절하게 활용되지 못하고 있다. 새로운 활용 방안 모색을 위해 TDF Fly ash를 아스팔트 혼합물용 채움재(Mineral filler)로써 적용하여 사용 가능성을 알아보는 아스팔트 혼합물 기초 물성 시험을 실시하였다. TDF Fly ash는 국내 KS F 3501의 아스팔트 혼합물 채움재 기준을 만족하였으며 마샬 배합설계를 진행하여 4.5%최적아스팔트함량을 결정하였다. 채움재 함량은 3%로 결정하였으며 채움재로써 석분을 사용하여 비교 분석 하였다. 아스팔트 혼합물 기초 물성 시험은 국토교통부에서 발간한 "아스팔트 혼합물 생산 및 시공지침"에서 제시된 규정으로 평가하였다. 시험은 마샬안정도 시험, 동적수침 시험, 인장강도비 시험, 휠 트랙킹 시험을 실시하였다. 실험결과, 마샬안정도와 동적안정도는 국토교통부에서 제시된 기준에 만족하여 안정성을 확인하였고 동적수침과 인장강도비 시험은 TDF Fly ash가 석분보다 박리저항성 및 수분저항성에 효과가 있음을 확인하였다. 따라서 본 연구에서는 TDF Fly ash의 다각적 활용이 예상 되며 긍정적인 효과를 기대할 수 있을 것으로 판단된다.

소형탈선시뮬레이터를 이용한 1/5 축소대차의 주행안정성 시험 (A Running Stability Test of 1/5 Scaled Bogie Using Small Scale Derailment Simulator)

  • 엄범규;이세용;이영엽;강부병;이희성
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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    • pp.2600-2608
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    • 2011
  • The dynamic stability of railway vehicle has been one of the important issues in railway safety. The dynamic simulator has been used in the study about the dynamic stability of railway vehicle and wheel/rail interface. Especially, a small scale simulator has been widely used in the fundamental study in the laboratory instead of full scale roller rig which is not cost effective and inconvenient to achieve diverse design parameters. But the technique for the design of the small scale simulator for the fundamental study about the dynamic characteristics of the wheel-rail system and the bogie system has not been well developed in Korea. Therefore, the research about the development of the small scale simulator and the bogie has been conducted. As this paper, To predict the dynamic behavior of railway vehicle, we studied running stability test of 1/5 scaled bogie that similarity laws is applied using small scale derailment simulator. For the operation of the small scale derailment simulator, it is required to investigate the performance and characteristics of the system. This could be achieved by a comparative study between an analysis and an experiment. This paper presented the analytical model which could be used for verifying of the test results and understanding of the physical behavior of the dynamic system comprising the small scale bogie and the simulator.

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카나드 형상 고시동 항공기 공력설계를 우한 높은 받음각 정적 안정성 분석 실험 연구 (An Experimental Study on High Angle of Attack Static Stability Analysis For the Aerodynamic Design of Canard Type High Maneuver Aircraft)

  • 정인재
    • 한국항공우주학회지
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    • 제35권7호
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    • pp.575-580
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    • 2007
  • 카나드 형상 고기동 항공기의 개념 설계 단계에서 높은 받음각 항공기 정적 안정성 분석을 위해 저속 소형 풍동시험을 수행하였다. 본 연구에서는 1/50축척의 일반적인 카나드-동체-날개 형상을 소형 풍동시험 모델로 사용하였다. 높은 받음각 비선형특성을 포함한 정적 안정성을 분석하기 위하여 카나드 굽힘에 따른 수직 꼬리 날개 효과를 분석하였다. 또한 높은 받음각에서 Nose Chine 효과를 분석하였다. 실험 연구에서 얻은 결과를 토대로 카나드 형상 항공기 높은 받음각 정적 안정성에 미치는 형상 변화 효과를 분석할 수 있었다.

연료 전지용 터보 익스펜더의 공기 포일 베어링에 대한 연구 (Study on the Air Foil Bearings of the Turbo-Expander for Fuel Cell System)

  • 이용복;박동진;김창호
    • Tribology and Lubricants
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    • 제21권3호
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    • pp.114-121
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    • 2005
  • As fuel cell system is environmental friendly generator, its performance depends on its air supply system. Because, fuel cell stack generates electrical energy by electron and the electron is generated by reacting between air and hydrogen. So, more and more compressed air is supplied, more and more the energy can be obtained. In this study, turbo-expander supported by air foil bearing is introduced as the air supply system used by fuel cell systems. The turbo-expander is a turbo machine which operates at high speed, so air foil bearings suit its purpose for the bearing elements. Analysis for confirming the stability and endurance is conducted. Based on FDM and Newton-Raphson method, characteristics of air foil bearing, dynamic coefficients, pressure field and load capacity, are obtained. Using the characteristics of air foil bearing, the rotordynamic analysis is performed by finite element method. The analysis (stability analysis and critical speed map) shows that turbo-expander is stability at running speed. After the analysis, the test process and results are presented. The goals of test are running up to 90,000 RPM, flow rate of 150 $m^3/h$ and pressure ratio of 1.15. The test results show that the aerodynamic performance and stability of turbo-expander are satisfied to the primary goals.

일반체결구/활동체결구 접속구간 차량 및 궤도 안정성 평가에 관한 연구 (A Study on Stability Assessment of Vehicle and Track on Transition between Conventional and Zero-Longitudinal Resistance Rail Fastener)

  • 양신추;장승엽;김은;유진영;홍성모
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2008년도 추계학술대회 논문집
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    • pp.1078-1083
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    • 2008
  • In this paper, assessed are the stability of vehicle and track according to vertical support stiffness difference on the transition between conventional and zero-longitudinal resistance (ZLR) rail fastener on bridge. For this, the spring constants of rail fastener have been determined according to different load ranges - KTX load (with or without impact factor) and test load of EN standards - from results of laboratory test on rail pad, the stability analysis of vehicle and track has been performed according to numbers or installation length of ZLR fasteners using vertical vehicle-track coupled model to consider train-track interaction. The analysis results reveal that only the wheel load variation slightly exceed the limit value when 2 ZLR fasteners are used with spring constant determined within the EN test load range, but, in all other cases, all evaluation items are satisfied. Thus, it can be said that the stability of vehicle and track will not be degraded by ZLR fastener.

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Mechanical properties and failure mechanism of gravelly soils in large scale direct shear test using DEM

  • Tu, Yiliang;Wang, Xingchi;Lan, Yuzhou;Wang, Junbao;Liao, Qian
    • Geomechanics and Engineering
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    • 제30권1호
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    • pp.27-44
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    • 2022
  • Gravelly soil is a kind of special geotechnical material, which is widely used in the subgrade engineering of railway, highway and airport. Its mechanical properties are very complex, and will greatly influence the stability of subgrade engineering. To investigate the mechanical properties and failure mechanism of gravelly soils, this paper introduced and verified a new discrete element method (DEM) of gravelly soils in large scale direct shear test, which considers the actual shape and broken characteristics of gravels. Then, the stress and strain characteristics, particle interaction, particle contact force, crack development and energy conversion in gravelly soils during the shear process were analyzed using this method. Moreover, the effects of gravel content (GC) on the mechanical properties and failure characteristics were discussed. The results reveal that as GC increases, the shear stress becomes more fluctuating, the peak shear stress increases, the volumetric strain tends to dilate, the average particle contact force increases, the cumulative number of cracks increases, and the shear failure plane becomes coarser. Higher GC will change the friction angle with a trend of "stability", "increase", and "stability". Differently, it affects the cohesion with a law of "increase", "stability" and "increase".

초고용량 양방향 말뚝재하시험(BDH PLT) 수행사례 분석 (A Case Study of High Capacity Bi-Directional High Pressure Pile Load Test)

  • 김상일;이민희;정성민;정은택;최용규
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2010년도 춘계 학술발표회
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    • pp.1156-1163
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    • 2010
  • The bi-directional high pile load test(BDH PLT) does not have weaknesses found in the existing bi-directional low pile load test(BDL PLT); it has strong economics, is unbound by load capacity limit and secures quality stability of working piles. In this study, Verification the field found a very high capacity level of stability and reliability of the BDH PLT, as well as outstanding field applicability. Field verifications reaffirmed the advantage of the BDH PLT device, which was capable of loading 90 MN capacities as maximum. It was also found to be durable enough to load high capacity with ease.

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헬리콥터용 축소 복합재료 힌지없는 허브 부품 제작 및 구조 시험 (Manufacture and Structural Test of the Small-scaled Composite Hingeless Hub Part for Helicopter)

  • 김덕관;홍단비;기영중;이욱;이명규
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2003년도 추계학술발표대회 논문집
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    • pp.119-122
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    • 2003
  • This report describes the procedure of detailed design and structural test for the composite flexure which is a part of the hingeless hub system. First, stacking sequence design for composite flexure was done, and structural analysis by using NASTRAN was made to verify structural stability and safety. Using FPS installed at KIMM, composite flexure was laid up and cured using a autoclave. Before rotor ground test, the basic structural tests such as a bench test, tensile strength test and shear strength test, for flexure, were accomplished. Through replacing existing metal hub part with new fabricated composite flexure, improvement of aeroelastic stability and weight reduction were achieved. This result will be applied to composite rotor system design fur helicopter.

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