• 제목/요약/키워드: joint length

검색결과 1,025건 처리시간 0.029초

ANALYSIS OF QUEUEING MODEL WITH PRIORITY SCHEDULING BY SUPPLEMENTARY VARIABLE METHOD

  • Choi, Doo Il
    • Journal of applied mathematics & informatics
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    • 제31권1_2호
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    • pp.147-154
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    • 2013
  • We analyze queueing model with priority scheduling by supplementary variable method. Customers are classified into two types (type-1 and type-2 ) according to their characteristics. Customers of each type arrive by independent Poisson processes, and all customers regardless of type have same general service time. The service order of each type is determined by the queue length of type-1 buffer. If the queue length of type-1 customer exceeds a threshold L, the service priority is given to the type-1 customer. Otherwise, the service priority is given to type-2 customer. Method of supplementary variable by remaining service time gives us information for queue length of two buffers. That is, we derive the differential difference equations for our queueing system. We obtain joint probability generating function for two queue lengths and the remaining service time. Also, the mean queue length of each buffer is derived.

무릎 관절각을 이용한 무릎 근육 길이와 모멘트 암 추정 (Estimation of Knee Muscle Length and Moment Arm Using Knee Joint Angle)

  • 이재강;남윤수
    • 산업기술연구
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    • 제28권A호
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    • pp.167-176
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    • 2008
  • Recently, lots of studies are performed in developing of active orthosis. Exact and simple muscle force estimation is important in developing orthosis which assists muscle force for disabled people or physical laborers. Hill-type muscle model dynamics is common method for estimation of muscle forces. In Hill-type muscle model, we must know muscle length and moment arm which largely affect muscle force. And several methods are proposed to estimate muscle length and moment arm using joint angle. In this study, we compared estimation results of those method with data from body model of opensim to find which method is exact for estimation of muscle length and moment arm.

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전단보강근이 배근된 외부 보기둥 접합부에 정착된 헤드 철근의 스트럿-타이 모델 (Strut-And-Tie Model for Headed Bar Anchored in Exterior Beam-Column Joint with Transverse Reinforcement)

  • 천성철;홍성걸;오보환
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2006년도 춘계학술발표회 논문집(I)
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    • pp.454-457
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    • 2006
  • This study presents a strut-and-tie model for the development of headed bars in an exterior beam-column joint with transverse reinforcements. The tensile force of a headed bar is considered to be developed by head bearing together with bond along a bonded length as a partial embedment length. The model requires construction of struts with biaxially compressed nodal zones for head bearing and fan-shaped stress fields against neighboring nodal zones for bond stresses along the bonded length. Due to the existence of transverse reinforcements, the fan-shaped stress fields are divided into direct and indirect fan-shaped stress fields. A required development length and head size of a headed bar can be optimally designed by adjusting a proportion between a bond contribution and bearing contribution.

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최적화기법에 의한 근육-건 모델 파라미터들의 추정 (Estimation of Muscle-tendon Model Parameters Based on a Numeric Optimization)

  • 남윤수
    • 한국정밀공학회지
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    • 제26권6호
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    • pp.122-130
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    • 2009
  • The analysis of human movement requires the knowledge of the Hill type muscle parameters, the muscle-tendon and moment arm length change as a function of joint angles. However, values of a subject's muscle parameters are very difficult to identify. It turns out from a sensitivity analysis that the tendon slack length and maximum muscle force are the two critical parameters among the Hill-type muscle model. Therefore, it could be claimed that the variation of the tendon slack length and maximum muscle force from the Delp's reference data will change the muscle characteristics of a subject remarkably. A numeric optimization method to search these tendon parameters specific to a subject is proposed, and the accuracy of the developed algorithm is evaluated through a numerical simulation.

Nb_{3}$Sn 초전도 CICC의 sub-cable to sub-cable 접합 및 접합저항 측정 (Measurement of electrical resistance at the Nb_{3}$Sn CICC joint fabricated by sub-cable to sub-cable joining)

  • 이호진;홍계원;김기백;권선칠;김기만
    • 한국초전도저온공학회:학술대회논문집
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    • 한국초전도저온공학회 1999년도 제1회 학술대회논문집(KIASC 1st conference 99)
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    • pp.89-92
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    • 1999
  • A small scale joint sample of Nb3Sn CICC was fabricated by sub-cable to sub-cable joining. This joint was produced by parallel insertion of one end of each sub-cable into the sub-cable space of the other side of cable, which can decrease the equivalent electrical resistance at the joint is expected to have average properties, dc resistance and ac losses, in view of the shapes of ITER type joint and strand to strand joint. The 3.8nOhm of dc resistance was measured in the range of 10-200A transport current. The normalized resistivity of the joint was about 6.7 $\mu}$Ohm-$^mm{2}$. Considering the normalized resistivity, the full scale joint prepared by sub-cable to sub-cable joining may have similar joint dc resistance with other conventional full scale joints with a shorter joining length.

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LIDAR를 이용한 대규모 암반 절리면의 거칠기 측정 (Measurement of Joint Roughness in Large-Scale Rock Fracture Using LIDAR)

  • 김치환
    • 터널과지하공간
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    • 제19권1호
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    • pp.52-63
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    • 2009
  • 대규모 암반 절리면의 거칠기를 구하는 여러 가지 방법이 있으나, 길이 10 cm의 절리를 Barton 등이 제안한 표준절리면곡선과 비교하여 절리면 거칠기계수 JRC (joint roughness coefficient)를 결정하고 대규모 절리의 길이에 따라 보정하는 것이 가장 일반적인데, 적합한 표준 절리면곡선을 선택할 때 측정자에 따라 달라자는 경우가 많다. 따라서 대규모 암반 절리면의 거칠기 JRC는 길이에 따른 보정 없이 직접 측정하는 것이 정확할 것이나 측정방법에 한계가 있다. 본 연구에서는 대규모 암반절리를 LIDAR (light detection and ranging)로 스캔하고 절리의 길이 L과 절리면 상의 돌출부(asperity) 높이의 진폭 a를 이용하여 대규모 암반 절리의 거칠기계수 JRC를 구하였다. 그 결과 대규모의 암반 절리면에서도 절리의 길이 증가에 따라 거칠기 계수 JRC가 감소하는 비 정상상태(non-stationary)의 치수효과와 거칠기 측정방향에 따라 절리면 거칠기계수 JRC가 다른 것을 확인하였다.

외반슬 환자의 교정운동의 효과: 단일 피험자 A-B-A 실험 설계 (The Effect of Corrective Exercise in a patient with knee joint valgus deformity: A single-subject A-B-A experimental design)

  • 이호성;김아람
    • 대한물리의학회지
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    • 제11권1호
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    • pp.93-105
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    • 2016
  • PURPOSE: The purpose of this study was to determine the effect of corrective exercise on hip joint range of motion, lower limb alignment, radiographs of hip and knee joints, and quadriceps muscle activity in a patient with knee joint valgus deformity. METHODS: A single-subject A-B-A experimental design was used to determine the effects of therapeutic exercise. The single-subject was a 27-year-old male, who presented with knee joint valgus deformity. Corrective exercise program was performed for 40 min/day twice a week for 12-week. Range of motion (hip flexion, extension, abduction, adduction, internal rotation, and external rotation), lower limb alignment test (Q-angle, rear foot alignment, and leg length), standing anterior-posterior radiographs (neck shaft angle and knee joint space), and quadriceps muscle activity of both lower limbs were measured before (A 1), after 6 weeks (B 1) and after 12-weeks (B 2) of corrective exercise and after 6 weeks of exercise completion (A 2). RESULTS: Hip range of motion increased in all directions of both sides at B 2 and A 2 compared to at A 1. Q-angle of both side and leg length discrepancy decreased at B 2 and A 2 compared to at A 1. Neck shaft angle and knee joint space of both sides improve at B 2 and A 2 compared to at A 1. Quadriceps of both side muscle activities improved at B 2 and A 2 compared to at A 1. CONCLUSION: We demonstrated that corrective exercise increases range of motion, and improves lower limb alignment and muscle activity in a patient with knee joint valgus deformity.

탄소/에폭시 복합재료 구조물의 기계적 결합에 대한 강도 예측 (Strength Prediction of Mechanically Fastened Carbon/Epoxy Joints)

  • 김기범;이미나;공창덕
    • 한국추진공학회:학술대회논문집
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    • 한국추진공학회 1997년도 제8회 학술강연회논문집
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    • pp.269-279
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    • 1997
  • 본 연구에서는 탄소/에폭시 복합재료의 기계적 결합부의 결합강도 예측을 위한 구조해석과 실험을 수행했다. 복합재료 구조물의 결합부 설계에 있어 베어링파괴는 대단히 중요한 파괴형태 중 하나이다. 그래서 베어링 파괴를 해석적으로 예측하고 실험적으로 확인하였다. 순수인장 파괴(Net Tension Failure)와 베어링 파괴(Bearing Failure) 실험을 위해서 각각 두 가지 형상의 시편을 선택했다. 기계적 결합강도 예측에 사용된 방법은 특성길이(Characteristic Length)법과 연관된 Yamada-Sun 파괴기준(Failure Criterion)과 Tsai-Hill 최대일 이론이다. 그리고 인장특성길이와 압축특성길이는 실험을 통하여 얻어지며, 특히 압축특성길이 결정은 최근에 착안된 베어링파괴 실험으로부터 결정됐다. 위와 같은 예측 방법을 준등방성(Quasi - Isotropic) Carbon Epoxy HT245/RS3232에 적용하였다. 연구결과, 이론적인 복합재료 파괴예측이 실험결과와 잘 일치함을 확인할 수 있다.

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개교(開咬)와 과개교합(過蓋咬合)의 골격요소에 관(關)한 두부방사선(頭部放射線) 계측학적(計測學的) 연구(硏究) (A ROENTGENOCEPHALOMETRIC STUDY ON THE SKELETAL FACTORS IN OPEN-BITE AND DEEP-BITE)

  • 박진성
    • 대한치과교정학회지
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    • 제9권1호
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    • pp.133-140
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    • 1979
  • The author compared patients showing two extremes of incisor vertical relationship to find out differences in craniofacial morphology which might influence face height and incisor overbite. The subjects consisted of 53 open-bite cases and the same number of deep-bite cases. The results were as follows: 1. On the average, the lower face height was significantly greater in open-bite cases than in deep-bite cases. 2. In open-bite cases, gonin-menton length was significantly greater than in deep-bite cases. In deep-bite cases, anterior cranial base length and posterior cranial base length were significantly greater in open-bite cases. 3. The jaw angle was significantly greater in open-bite cases. 4. The gonion-menton-nasion angle was significantly greater in deep-bite cases. 5. From geometric standpoint, the increase of jaw and joint angle would increase lower face height, but these two showed negative correlation. 6. The sizes of the jaw and joint angle might be factors of open-bite or deep-bite, but these were not the only variables that determined lower face height. 7. In open-bite cases, there was a closer correlationship between lower face height and the other linear measurments than in deep-bite cases. In deep-bite cases, there was a closer correlationship between lower face height and the other angular measurements than in open-bite cases. 8. Considering both linear and angular measurements of facial polygon, all contributed significantly to the lower face height. The nonsignificant variables were jaw and joint angle in open-bite cases, and anterior cranial base length, jaw angle, and joint angle in deep-bite cases.

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20db 정착길이를 가지는 SD700 갈고리철근과 확대머리철근의 정착성능 실험 (Anchorage performance tests of SD700 hooked bar and headed bar with a anchorage length of 20db)

  • 김호영;심혜정
    • 도시과학
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    • 제7권2호
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    • pp.21-27
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    • 2018
  • With the increase of the skyscraper center, the development of large-diameter and high-strength reinforcing bars is being carried out to solve the dense reinforcement. In case of the steel reinforced concrete with a small cross section such as beam-column joints, the development length becomes short when straight bars are used. Therefore, it is possible to solve the problem that the development length becomes short by using the bearing strength of the hooked bar and headed bar. In this study, the exterior beam-column joint test of SD700 hooked bar and headed bar with anchorage length of 20db was conducted to extend the development length limitation of hooked bar and headed bar. As a result of the evaluation of the anchorage strength using the design equation by KCI, the average of the [measured value]/[predicted value] ratio was 1.31 for the hooked reinforcing bars. In the case of headed bars, the average of the [measured value]/[predicted value] ratio was 1.12. In addition, in order to compare the anchorage performance of the hooked bar and the headed bar, the measured values were divided by the square root of the compressive strength of the concrete to compare the anchorage strength. Under the same conditions, the anchorage strength of headed bars was 8.5% higher than the hooked bars.