• 제목/요약/키워드: Stiffness index

검색결과 333건 처리시간 0.033초

건강한 노인에서 심장-발목 혈관지수로 측정한 동맥 경직도와 체질량 지수간의 상관관계 (Relationship between Arterial Stiffness as Measured by the Cardio-Ankle Vascular Index with Body Mass Index in Healthy Elderly Subjects)

  • 신경아
    • 대한임상검사과학회지
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    • 제51권3호
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    • pp.277-285
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    • 2019
  • 비만과 혈관 경직도간에 역상관 관계가 보고되고 있으나, 고령자나 노인에서는 일관된 결과를 보이고 있지 않다. 이 연구에서는 건강한 노인을 대상으로 CAVI로 측정한 동맥 경직도와 BMI간의 연관성을 조사하였다. 이 연구는 2018년 7월부터 2019년 6월까지 경기지역 종합병원에서 건강검진을 시행한 65세 이상 건강한 노인을 629명을 대상으로 하였다. 대사증후군 진단은 US National Cholesterol Education Program(NCEP)의 Adult Treatment Panel (ATP) III의 기준에 따랐으며, NCEP-ATP III의 기준 중 허리둘레 및 비만기준은 WHO의 기준에 따랐다. 모든 연구 대상자는 생화학적 혈액검사 및 CAVI를 측정하였다. 남녀 모두에서 CAVI치는 정상체중군보다 비만군에서 낮았으며, 성별(P=0.047), 연령(P<0.001), BMI (P<0.001), 허리둘레(P=0.009)는 CAVI에 영향을 미치는 요인이었다. 또한 성별, 높은 혈압, 고혈당은 CAVI치의 독립적인 정적 예측인자이지만, 비만은 부적 예측인자로 나타나 CAVI와 BMI는 역상관 관계를 보였다. 결론적으로, 이 연구는 노인을 대상으로 CAVI와 BMI간에 역상관 관계를 나타내며, BMI로 측정한 비만은 CAVI의 부적 예측인자였다.

강성특성치를 이용한 고속전철 콘크리트궤도의 처짐가능성 평가 (Evaluation of Concrete-Track Deformation for High-Speed Railways by Characteristic Stiffness)

  • 조성호;이일화;황선근;강태호;김석철
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2009년도 춘계학술대회 논문집 특별세미나,특별/일반세션
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    • pp.641-646
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    • 2009
  • Concrete tracks are superior to ballast tracks in the aspect of durability, maintenance and safety. However, deteriorated stiffness of railroad bed and settlement of soft ground induced by trapped or seepage water lead to problems in safety of train operation. In this research, characteristic stiffness of concrete tracks, which is determined from FRACTAL (Flexural-Rigidity Assessment of Concrete Tracks by Antisymmetric Lamb Waves) technique, was employed as an index of track displacement. The characteristic stiffness is defined using Poisson's ratio, moment of inertia and stiffness ratio of subgrade to slab. To verify validity and reliability of the proposed characteristic stiffness, experimental and theoretical researches were performed. Feasibility of the characteristic stiffness based on FRACTAL technique was proved at a real concrete track for Korean high-speed trains. Validity of the FRACTAL technique was also verified by comparing the results of impulse-response tests performed at the same measurement array and the results of SASW tests and DC resistivity survey performed at a shoulder nearby the track.

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Pulsatility of middle cerebral arteries is better correlated with white matter hyperintensities than aortic stiffening

  • Lee, Sang-Hwa;Kim, Yerim;Lee, Yeongbae;Lee, Ju-Hun
    • Annals of Clinical Neurophysiology
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    • 제20권2호
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    • pp.79-84
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    • 2018
  • Background: Pulsatility of cerebral arteries and aortic stiffness have been associated with white matter hyperintensities (WMH). We explored which is better correlated with the severity of WMH in a population with acute lacunar infarct. Methods: We included patients with acute small subcortical infarcts who underwent transcranial Doppler (TCD) and brachial ankle pulse wave velocity (baPWV). Exclusion criteria were any stenosis or occlusion on major cerebral arteries on magnetic resonance angiography; poor temporal insonation windows; ankle brachial index < 0.9; and atrial fibrillation. We assessed the performance of the pulsatility index of bilateral middle cerebral arteries (PI-MCA) and baPWV for predicting moderate-to-severe WMH, defined as an Age Related White Matter Changes score > 5, and then sought to find independent predictors using binary logistic regression analysis. Results: Eighty-three patients (56 males, mean age $61.5{\pm}11.4$) participated in the study. Uni-variate analysis showed old age and high PI-MCA were significantly correlated with moderate-to-severe WMH. However, baPWV was not associated with the severity of WMH. Multivariate analysis revealed old age (odds ratio per 1-year increase, 1.068; p = 0.044) and upper tertile of PI-MCA (odds ratio, 5.138; p = 0.049) were independently associated with moderate-to-severe WMH. Receiver-operating characteristics showed PI-MCA differentiated those with and without moderate-to-severe WMH with an area under the curve of 0.719. Conclusions: PI-MCA derived from TCD was better correlated with the severity of WMH than baPWV in a population with lacunar infarction. Pulsatility of cerebral arteries may better predict cerebral small vessel disease than the aortic stiffness index.

세브론 스프링의 강성 변화에 따른 철도차량의 동특성 예측 연구 (Prediction of Dynamic Characteristics of Railway Vehicle by Stiffness Variation of Chevron Rubber Spring)

  • 유원희;박준혁;박남철;구정서
    • 한국소음진동공학회논문집
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    • 제27권2호
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    • pp.162-167
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    • 2017
  • The chevron rubber spring is used for subway vehicle as a primary suspension. Generally, the primary suspension has an influence to the running performance and not so much effect on the ride comfort in railway vehicle. But the stiffness of chevron spring is harder and harder as time goes on because of rubber characteristics. Therefore the dynamic characteristics such as ride comfort and derailment coefficient should be reviewed according to the stiffness variation of chevron rubber spring. In this paper the effect of chevron rubber spring on dynamic characteristics was studied by considering multi-body dynamics of railway vehicle on one straight line and seven curved lines.

Configuration Control of a Redundant Manipulator Optimizing Stiffness and Joint Torque

  • Jin, Jaehyun;Ahn, Sungho;Jung, Jaehoo;Yoon, Jisup
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 2002년도 ICCAS
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    • pp.104.5-104
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    • 2002
  • In this paper, we focus on a configuration control method of a redundant manipulator. The configuration of a redundant manipulator has been determined by geometry constraints and additional conditions, such as obstacle avoidance and dexterity optimization. This paper also utilizes optimization, and the additional condition (or performance index) to be optimized is stiffness of the end-effector and joints' torque. Stiffness and torque may be a natural attribute to be controlled during working and those vary as manipulator configuration does. So the optimal configuration from the viewpoint of stiffness and joint torque is studied. If the servo control mechanism of the joints Is assumed to be a...

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청폐사간탕(淸肺瀉肝湯)이 급성기 중풍환자의 동맥경직도 및 맥압에 미치는 영향 (Effects of Chungpyesagan-tang on arterial stiffness and pulse pressure in acute stroke patients)

  • 박영민;홍진우;신원준;정동원;김석민;배형섭;김영석;문상관;정우상;조기호
    • 대한한방내과학회지
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    • 제27권2호
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    • pp.416-428
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    • 2006
  • Objectives : Arterial stiffness and pulse pressure are related to cardiovascular and cerebrovascular survival and longevity. This study is aimed at examining the effects of Chungpyesagan-tang on arterial stiffness and Pulse pressure in acute stroke Patients. Methods: The subject of this study was acute strike Patients within 1 week after ictus, with Cardio-ankle vascular index(CAVI) higher than 9.0. They were divided into two groups: A treatment group (n=44) and a control group(n=46). For two weeks, Chungpyesagan-tang was given to the former, other herbal medicines to the latter. used for stroke patients for the control group for 2 weeks. At the end of first and second week, CAVI, pulse Pressure, National Institute of Health stroke scale(NIHSS), Modified Barthel Index(MBI) were measured. Serum lipid Profile, aspartate transaminase(AST), alanine transaminase(ALT). blood urea nitrogen(BUN), creatinine were also measured at the end of the study. Results : After 2 weeks, CAVI and Pulse Pressure in Chungpyesagan-tane group were significantly tower than those in the control group(P<0.05). NIHSS and MBI were improved in both groups. But there was no significant difference between the treatment group and the control group in terms of the NIHSS and MBI. Conclusions : We suggest Chungpyesagan-tanghas desirable effects on arterial stiffness and Pulse Pressure of acute stroke patients. It can improve morbidity and mortality of patients on the basis of influencing vascular stiffness and increased pulse pressure.

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Dependency of COD on ground motion intensity and stiffness distribution

  • Aschheim, Mark;Maurer, Edwin;Browning, JoAnn
    • Structural Engineering and Mechanics
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    • 제27권4호
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    • pp.425-438
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    • 2007
  • Large changes in stiffness associated with cracking and yielding of reinforced concrete sections may be expected to occur during the dynamic response of reinforced concrete frames to earthquake ground shaking. These changes in stiffness in stories that experience cracking might be expected to cause relatively large peak interstory drift ratios. If so, accounting for such changes would add complexity to seismic design procedures. This study evaluates changes in an index parameter to establish whether this effect is significant. The index, known as the coefficient of distortion (COD), is defined as the ratio of peak interstory drift ratio and peak roof drift ratio. The sensitivity of the COD is evaluated statistically for five- and nine-story reinforced concrete frames having either uniform story heights or a tall first story. A suite of ten ground motion records was used; this suite was scaled to five intensity levels to cause varied degrees of damage to the concrete frame elements. Ground motion intensity was found to cause relatively small changes in mean CODs; the changes were most pronounced for changes in suite scale factor from 0.5 to 1 and from 1 to 4. While these changes were statistically significant in several cases, the magnitude of the change was sufficiently small that values of COD may be suggested for use in preliminary design that are independent of shaking intensity. Consequently, design limits on interstory drift ratio may be implemented by limiting the peak roof drift in preliminary design.

셀룰로오즈 흡음재의 음향적 특성 평가 (Evaluations of the Acoustics Characteristics of Cellulose Absorbers)

  • 연준오;김경우;양관섭
    • 한국소음진동공학회논문집
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    • 제23권5호
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    • pp.456-462
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    • 2013
  • Eco-friendly material applied to building would be one of the materials which is must developed for global environmental conservation and reduction of carbon dioxide. For development of eco-friendly material, a cellulose absorber has been developed with waste paper through adjustment of various mix proportions. The developed cellulose absorber has been tested for its acoustic properties such as absorption coefficient and dynamic stiffness. The absorption coefficient was evaluated by developing six samples and using impedance tube and reverberation chamber. As a result of the evaluation, 0.64(NRC) was secured in absorption coefficient and 4.7 $MN/m^3$ was indicated in dynamic stiffness. Also, for practical use of developed absorbers as inner heartwood in drywall, comparison test of sound reduction index was performed with existing glass wool absorbers and constructed drywall of gypsum board. The results have shown 55 dB(Rw) of sound reduction index in glass-wool wall and 46 dB(Rw) in cellulose.

Novel nonlinear stiffness parameters and constitutive curves for concrete

  • Al-Rousan, Rajai Z.;Alhassan, Mohammed A.;Hejazi, Moheldeen A.
    • Computers and Concrete
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    • 제22권6호
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    • pp.539-550
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    • 2018
  • Concrete is highly non-linear material which is originating from the transition zone in the form of micro-cracks, governs material response under various loadings. In this paper, the constitutive models published by many researchers have been used to generate novel stiffness parameters and constitutive curves for concrete. Following such linear material formulations, where the energy is conservative during the curvature, and a nonlinear contribution to the concrete has been made and investigated. In which, nonlinear concrete elastic modulus modeling has been developed that is capable-of representing concrete elasticity for grades ranging from 10 to 140 MPa. Thus, covering the grades range of concrete up to the ultra-high strength concrete, and replacing many concrete models that are valid for narrow ranges of concrete strength grades. This has been followed by the introduction of the nonlinear Hooke's law for the concrete material through the replacement of the Young constant modulus with the nonlinear modulus. In addition, the concept of concrete elasticity index (${\varphi}$) has been proposed and this factor has been introduced to account for the degradation of concrete stiffness in compression under increased loading as well as the multi-stages micro-cracking behavior of concrete under uniaxial compression. Finally, a sub-routine artificial neural network model has been developed to capture the concrete behavior that has been introduced to facilitate the prediction of concrete properties under increased loading.