• 제목/요약/키워드: support parameters

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Spatiotemporal Gait Parameters That Predict the Tinetti Performance-Oriented Mobility Assessment in People With Stroke

  • Jeong, Yeon-gyu;Kim, Jeong-soo
    • 한국전문물리치료학회지
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    • 제22권4호
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    • pp.27-33
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    • 2015
  • The purpose of this study was to find which spatiotemporal gait parameters gained from stroke patients could be predictive factors for the gait part of Tinetti Performance-Oriented Mobility Assessment (POMA-G). Two hundred forty-six stroke patients were recruited for this study. They participated in two assessments, the POMA-G and computerized spatiotemporal gait analysis. To analyze the relationship between the POMA-G and spatiotemporal parameters, we used Pearson's correlation coefficients. In addition, multiple linear regression analyses (stepwise method) were used to predict the spatiotemporal gait parameters that correlated most with the POMA-G. The results show that the gait velocity (r=.67, p<.01), cadence (r=.66, p<.01), step length of the affected side (r=.49, p<.01), step length of the non-affected side (r=.53, p<.01), swing percentage of the non-affected side (r=.47, p<.01), and single support percentage of the affected side (r=.53, p<.01) as well as the double support percentage of the non-affected side (r=-.42, p<.01) and the step-length asymmetry (r=-.64, p<.01) correlated with POMA-G. The gait velocity, step-length asymmetry, cadence, and single support percentage of the affected side explained 67%, 2%, 2%, and 1% of the variance in the POMA-G, respectively. In conclusion, gait velocity would be the most predictive factor for the POMA-G.

소프트웨어 비용산정을 위한 SVM의 파라미터 선정과 응용에 관한 연구 (A Study on the Selection of Parameters and Application of SVM for Software Cost Estimation)

  • 권기태;이준길
    • 한국컴퓨터정보학회논문지
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    • 제14권3호
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    • pp.209-216
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    • 2009
  • 소프트웨어 개발 초기 단계에서 소프트웨어 개발비용을 정확하게 예측하는 것은 프로젝트의 성패를 결정짓는 중요한 요소이다. 본 논문에서는 서포트 벡터 머신을 이용하여 소프트웨어 개발비용을 추정하고자 한다. 서포트 벡터 머신은 벡터 공간에서 선형 및 비선형의 경계면을 찾아 입력 데이터를 분류하는 방법으로서 분류 문제에 효과적이다. 하지만 사용자정의에 의한 파라미터에 의존적이어서 최적의 파라미터를 선택하는 어려움이 있다. 본 연구에서는 서포트 벡터 머신에서 사용하는 파라미터 선택을 위한 개선된 방법을 제안하고, 이러한 최적의 파라미터를 가진 서포트 벡터 머신을 이용하여 소프트웨어 개발비용을 추정하였다. 본 연구의 결과 기존 소프트웨어 비용산정 기법에 비해 향상된 결과를 나타내었다.

역삼투압용 막지지천의 압력강하 특성 (Characteristics of Pressure Drop in the Membrane Support Sheet for Reverse Osmosis)

  • 장호남;김동필;김연철
    • 멤브레인
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    • 제3권1호
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    • pp.22-28
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    • 1993
  • Polyester, polyacrylics, nylon과 cotton을 이용해 이들의 막지지천으로의 사용가능성을 조사하였다. 압축률, membrane embossing, 유량과 물리적$\cdot$화학적 특성 등을 고려한 결과 50 번수의 polyester가 막지지천으로 적당함을 알았다. 이 polyester를 막지지천으로 사용해 압력 강하, 조업압력, 점도 등이 막지지천을 통한 유체 흐름에 미치는 영향을 조사하였는데, 이 막지지천을 통한 유체 흐름은 Darcy's law를 만족시켰다.

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Utilization of support vector machine for prediction of fracture parameters of concrete

  • Samui, Pijush;Kim, Dookie
    • Computers and Concrete
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    • 제9권3호
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    • pp.215-226
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    • 2012
  • This article employs Support Vector Machine (SVM) for determination of fracture parameters critical stress intensity factor ($K^s_{Ic}$) and the critical crack tip opening displacement ($CTOD_c$) of concrete. SVM that is firmly based on the theory of statistical learning theory, uses regression technique by introducing ${\varepsilon}$-insensitive loss function has been adopted. The results are compared with a widely used Artificial Neural Network (ANN) model. Equations have been also developed for prediction of $K^s_{Ic}$ and $CTOD_c$. A sensitivity analysis has been also performed to investigate the importance of the input parameters. The results of this study show that the developed SVM is a robust model for determination of $K^s_{Ic}$ and $CTOD_c$ of concrete.

신발 밑창 높이에 따른 보행의 변화 (The change of gait on shoes sole height)

  • 윤세원;이정우;조운수
    • 대한중풍순환신경학회지
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    • 제14권1호
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    • pp.23-30
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    • 2013
  • ■ Objectives This study is to examine change of gait parameters on shoes sole height(high heels, MBT shoes, house shoes) through gait analyzer. ■ Methods The subjects of this study were 12 women in their twenties. Gait analysis system is 5m in total length and gait is led to be comfortable. They put three kinds of shoes each and were led to walk 5m on gait analysis system. ■ Results There were significant differences in step length, single support and load response of gait parameters and in stride length and total double support at double support phase. ■ Conclusion Muscle activity differs in that different that shoes sole height and form because tibialis anterior muscle has strengthen and gastrocnemius has stretched. Therefore we think that patients with knee joint problem consider gait parameters when shoes select.

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파킨슨 질환 환자의 보행시 운동형상학 특성 (Kinematic Characteristics during of Gait in Parkinson's Disease Patients)

  • 유재웅;안창식
    • The Journal of Korean Physical Therapy
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    • 제13권2호
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    • pp.453-458
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    • 2001
  • The aim of this study is to present the basic reference data of age and specific gait parameters for Parkinson's Disease Patients. The basic gait parameters were extracted from 5 patients, 5 men and 65 years of age using VICON 512 Motion Analyzer. The temporal gait parameters and kinematic parameters is data of Parkinson's Disease Patients. The results were as follows; 1. The cadence, velocity, stride length decreased and single limb support period, double limb support period increased than normal adult in the temporal parameters. 2. The mean angles of joint pelvic tilt and hip, knee, ankle joint decreased than normal adult at kinematic characteristics on sagittal plane. 3. The mean angles of joint pelvic tilt and hip, knee joint has no difference than normal adult at kinematic characteristics on coronal plane. 4. The mean angles of joint pelvic tilt, hip joint no difference and internal, external rotation in ankle joint significantly decreased than normal adult at kinematic characteristics on transverse plane.

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정상 성인의 운동역학적 보행분석 (A Study on Kinetic Gait Analysis of the Normal Adult)

  • 김건;윤나미
    • The Journal of Korean Physical Therapy
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    • 제21권2호
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    • pp.87-95
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    • 2009
  • Purpose: This study reports the basic reference data of the specific gait parameters for Korean normal adults. Methods: The basic gait parameters were extracted from 73 Adults (35 men and 38 women), 18 to 33 years of age, using a Vicon MX motion analysis system. The segment kinetics, such as joint moment and power, was analyzed at the hip, knee and ankle. Results: The motion patterns are typically associated with a specific phase of the gait cycle. The temporal-spatial gait parameters of Korean normal adults, such as cadence, walking speed, stride length, single support and double support, were similar to the other western reference data. The kinetic parameters of Korean normal adults, such as joint moments of force, joint mechanical power generation or absorption and ground reaction forces, were also similar to other western reference datasets. Conclusion: This study demonstrates that objective gait analysis can be used to document the gait patterns of normal healthy adults. The techniques of 3-dimensional temporal-spatial gait parameters and kinematic parameters analysis can provide a detailed biomechanical description of a normal and pathological gait.

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터널 지보패턴 결정을 위한 위험도 분석 (A risk analysis for the determination of a tunnel support pattern)

  • 유광호;박연준
    • 한국터널지하공간학회 논문집
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    • 제5권3호
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    • pp.241-250
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    • 2003
  • 암반은 그 특성상 매우 불균질하며, 조사 및 시험을 통하여 얻을 수 있는 자료는 아주 한정적이다. 이러한 이유 때문에 암반 중에 구조물을 구축하는 작업은 많은 불확실성 (uncertainties)을 내포하게 된다. 터널 설계에 있어서 주요 설계 파라미터인 지보패턴, 굴진장 및 굴착방법 등은 최적의 값으로 결정되어야 하나 그 결정이 쉽지 않으며, 결정을 잘못할 경우 원하지 않는 risk, 즉 터널 안정성의 저하 혹은 지보재의 지나친 보강으로 인한 경제적 손실을 발생시킨다. 본 연구에서는 터널설계 시 주요한 설계 파라미터인 지보패턴 및 굴진장을 위험도 분석 기법에 근거하여 결정하는 방법을 소개하였다. 지보량이 증가할수록 신뢰지수가 증가하여 터널의 안정성이 증가함을 정량적으로 확인할 수 있었으며, 터널의 붕괴 등으로 말미암아 발생할 수 있는 손실비용 및 공사비를 고려하여 위험도 분석을 실시함으로서 최적의 지보패턴 및 굴진장을 정량적으로 결정할 수 있었다.

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보행 시 파킨슨병 환자의 시·공간적 지표의 특성 (Characteristics of Spatio-Temporal Parameters in Parkinson's Disese During Walking)

  • 이성용;우영근;신승섭;정석
    • 한국전문물리치료학회지
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    • 제15권3호
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    • pp.35-43
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    • 2008
  • The purpose of this study was to compare spatio-temporal parameters during walking between patients with idiopathic Parkinson's disease and a control group matched for age, height, and weight. Thirty-three subjects were included in this study. Fifteen normal subjects (age, $63.3{\pm}5.8$ yrs; height, $164.1{\pm}8.7$ cm; weight, $60.7{\pm}17.5$ kg) and eighteen patients (age, $64.0{\pm}7.7$ yrs; height, $164.7{\pm}7.3$ cm; weight, $63.6{\pm}7.7$ kg) participated in the study. The Vicon 512 Motion analysis system was used for gait analysis in each group during walking, with and without an obstacle. The measured spatio-temporal parameters were cadence, walking speed, stride time, step time, single limb support time, double limb support time, stride length, and step length. Results in stride length and step length, when walking without an obstacle, showed a significantly greater decrease in the patient group compared to the control group. During walking with an obstacle, the patient group showed a significantly greater decrease in the step length as compared to the control group. For the control group, there were significant decreases in parameters of cadence and walking speed and increases in parameters of stride time, step time, and single limb support time when walking with an obstacle. The patient group had lower cadence and walking speed and higher stride time, step time, and single limb support time during walking with an obstacle than in walking without an obstacle. These results suggest that patients with Parkinson's disease who walk over an obstacle can decrease cadence, stride length, and step length. Further study is needed, performed with more obstacles and combined with other external cues, such as visual or acoustic guides.

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국내 암반분류 사례를 통한 싱글쉘 터널 지보량 산정 연구 (Evaluation of Support Requirements for the Single Shell Tunnels from the Case Study of Rock Mass Classifications)

  • 김학준;이성호;신휴성;배규진
    • 지질공학
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    • 제16권3호
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    • pp.283-291
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    • 2006
  • 기존의 NATM 터널에서는 숏크리트가 임시적인 지보재로 사용되었으나 싱글쉘에서는 영구적인 구조물의 역할을 담당하게 된다. 따라서 숏크리트에 작용하는 하중과 변위를 신뢰성 있게 예측하는 것이 터널의 안정성을 확보하기 위한 필수조건이므로 지반정수 산정의 정확성이 매우 중요하다. 특히, 국내의 지질상태는 외국과 다르므로 싱글쉘 공법을 국내에 적용하기 위해서는 국내 지질상태를 고려한 지반정수 산정기법의 기술 개발이 필수적이다. 본 연구에서는 국내 25개 터널 현장에서의 암반분류 사례 및 지반정수 사례를 조사하였다. 국내 싱글쉘 터널공법을 위한 지보 패턴안을, Q분류에서 수정된 NMT방법과 국내 암반상태를 고려하여 제안하였다. 또한 사례연구를 통한 Q시스템과 RMR값의 상관성을 이용하여 RMR을 이용한 지보량을 제시하였다.