• 제목/요약/키워드: Ground contact area

검색결과 75건 처리시간 0.018초

The Comparision of the Static Balance, Contact Area, and Plantar Pressure of Flexible Flat Foot According to Elastic Taping

  • Hyeon-Seong Joo;Sam-Ho Park;Myung-Mo Lee
    • Physical Therapy Rehabilitation Science
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    • 제11권4호
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    • pp.421-429
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    • 2022
  • Objective: The purpose of this study was to compare and analyze the effects of arch support taping on static balance, static/dynamic foot contact area, and ground reaction force during walking according to the types of elastic tapes with mechanical elasticity differences. Design: Cross-sectional study Methods: Twenty-six participants selected for flexible flat feet through the navicular drop test were randomly assigned to non-taping, Dynamic-taping, and Mechano-taping conditions. Static balance and foot contact area were compared in the standing posture according to arch support taping conditions, and foot contact area and ground reaction force were compared during walking. Results: There was no significant difference in static balance according to the taping condition in the standing position, but the foot contact area in the Mechano-taping condition showed a significant decrease compared to the non-taping condition (p<0.05). The foot contact area during walking significantly decreased in the Dynamic-taping and Mechano-taping conditions (p<0.05), but there was no significant difference between the ground reaction force. Conclusions: Based on the results of this study, it was confirmed that among the types of elastic taping, arch support taping using dynamic taping and Mechano-taping has the effect of supporting the arch with high elastic recovery. Any type of elastic tape can be used for arch alignment in flexible flat foot.

간접접촉 심전도 측정에서의 오른발구동 접지의 효과와 한계 (The Effect and the Limitation of Driven-right-leg Ground on Indirect-contact ECG measurement)

  • 임용규
    • 대한의용생체공학회:의공학회지
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    • 제39권2호
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    • pp.103-108
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    • 2018
  • This study reviews the common-mode noise model of indirect-contact ECG measurement which uses capacitive electrode and capacitive ground, and shows the reason of the large common-mode noise in indirect-contact ECG. And then, this study shows driven-right-leg ground in indirect-contact ECG measurement, and reviews how the driven-right-leg ground reduces the common-mode noise. This study then analyzes the relation between the effective area of the indirect-contact ground and the gain of the driven-right-leg circuit. This study introduces the output voltage saturation of the driven-right-leg circuit, which occurs frequently in indirect-contact ECG measurement with the condition of the high ground impedance. This study then shows the effect of the driven-right-leg circuit saturation on the common-mode noise.

대형 뉴메틱케이슨 강성기초의 접지압분포 (Distribution of Ground Contact Pressure under Rigid Foundation of Large Pneumatic Caisson)

  • 홍원표;여규권
    • 대한토목학회논문집
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    • 제28권2C호
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    • pp.105-115
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    • 2008
  • 다양한 지층에 설치된 대형 뉴메틱케이슨의 강성기초에 작용하는 접지압분포를 파악하기 위하여 영종대교하부기초로 채택된 뉴메틱케이슨 시공시 실시한 현장계측자료를 분석하였다. 뉴메틱케이슨의 침설시 케이슨의 하부 접지면에 케이슨의 침설에 저항하여 저항력이 작용할 것이다. 이 저항력을 뉴메틱케이슨 기초저면 모서리에 설치한 반압계로 측정할 수 있었다. 그리고 이 저항력측정기록을 이용하여 접지압을 산정하였다. 측정기록의 분석결과 기반암구간에서 뉴메틱케이슨기초에 작용하는 접지압분포는 아래로 볼록한 형상의 접지압분포를 보이는 반면에 해성퇴적층과 풍화암층에서의 접지압분포는 위로 볼록한 형상을 보인다. 그리고 이들 접지압분포는 대체적으로 모든 지층에서 대칭분포를 나타내고 있다. 대형 뉴메틱케이슨기초에 작용한 최대접지압에 의하여 제시된 접지압분포는 Kgler(1936)와 Fang(1991)이 강성기초를 대상으로 제시한 접지압분포특성과 잘 일치하는 것으로 나타났다.

Minimum cost design for circular isolated footings with eccentric column taking into account that the surface in contact with the ground works partially in compression

  • Inocencio Luevanos-Soto;Arnulfo Luevanos-Rojas;Victor Manuel Moreno-Landeros;Griselda Santiago-Hurtado
    • Coupled systems mechanics
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    • 제13권4호
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    • pp.311-335
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    • 2024
  • This work aims to show a model to estimate the minimum cost (Thickness and area of steel in X and Y directions) for design a circular isolated footing with eccentric column that considers that the surface in contact with the ground works partially under compression. The formulation is shown by integration to find the moments, the bending shears and the punching shear using the pressure volume under the footing. Some researchers show the minimum cost design for circular isolated footings for an eccentric column assuming that the contact area works completely in compression, others consider the contact surface with the ground working partially in compression for a column in the center of the base. Three numerical examples are developed to obtain the complete design, which are: Example 1 for a column in the center of the base,Example 2 for a column at a distance of 1.50 m from the center of the base in the X direction, Example 3 for a column at a distance of 1.50 m from the center of the base in both directions. Also, a comparison of the new model against the model proposed by other authors is presented. The comparison shows that the new model generates a great saving of up to 43.74% for minimum area and 48.44% for minimum cost design in a column located in the center of the base, and when the column is located at a distance of radius/2 starting from the center of the base in the X direction generates great savings of up to 45.24% for minimum area and 31.80% for minimum cost design. Therefore, it is advisable to use the model presented in this study.

정상인의 평지보행과 트레드밀 보행 시 족저압의 특성 비교 (The Comparison of Characteristics of Foot pressure between Treadmill and Ground walking in Normal person)

  • 김지혜;오태영
    • 대한물리의학회지
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    • 제5권1호
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    • pp.53-61
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    • 2010
  • Purpose : The purpose of this study is to compare the distribution of foot pressure, knee and ankle joint angle between treadmill walking and ground walking in normal person. Methods : 18 Person of subject has participated this study, let subject to walk in ground and treadmill in order to gain data of foot distribution and knee, ankle joint angle using by parotec system. and Dartfish system. Walking velocity was constrained by 2Km/h and more 10sec. Date analysis was used by paired-t test using SPSS/PC statistical programs for window. Results : Result show that total contact times has shown symmetry between both legs, and more increase of left foot pressure in treadmill walking. Foot pressure of treadmill walking was significantly decreased in right hind foot and fore foot and hallux area. The ankle joint angle of treadmill walking was significantly decreased in initial contact phase. Conclusion : Results of this study show that foot pressure of treadmill walking was more decreased than ground walking in right hind foot and fore foot, hallux area. And the ankle joint angle of treadmill walking was significantly decreased in initial contact phase.

Minimum area for circular isolated footings with eccentric column taking into account that the surface in contact with the ground works partially in compression

  • Inocencio Luevanos-Soto;Arnulfo Luevanos-Rojas;Victor Manuel Moreno-Landeros;Griselda Santiago-Hurtado
    • Coupled systems mechanics
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    • 제13권3호
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    • pp.201-217
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    • 2024
  • This study aims to develop a new model to obtain the minimum area in circular isolated footings with eccentric column taking into account that the surface in contact with the ground works partially in compression, i.e., a part of the contact area of the footing is subject to compression and the other there is no pressure (pressure zero). The new model is formulated from a mathematical approach based on a minimum area, and it is developed by integration to obtain the axial load "P", moment around the X axis "Mx" and moment around the Y axis "My" in function of σmax (available allowable soil pressure) R (radius of the circular footing), α (angle of inclination where the resultant moment appears), y0 (distance from the center of the footing to the neutral axis measured on the axis where the resultant moment appears). The normal practice in structural engineering is to use the trial and error procedure to obtain the radius and area of the circular footing, and other engineers determine the radius and area of circular footing under biaxial bending supported on elastic soils, but considering a concentric column and the contact area with the ground works completely in compression. Three numerical problems are given to determine the lowest area for circular footings under biaxial bending. Example 1: Column concentric. Example 2: Column eccentric in the direction of the X axis to 1.50 m. Example 3: Column eccentric in the direction of the X axis to 1.50 m and in the direction of the Y axis to 1.50 m. The new model shows a great saving compared to the current model of 44.27% in Example 1, 50.90% in Example 2, 65.04% in Example 3. In this way, the new minimum area model for circular footings will be of great help to engineers when the column is located on the center or edge of the footing.

기초와 지반의 접촉면 손실에 따른 지지력 안정성 평가 (Stability Evaluation Along Interface Loss of a Foundation and the Ground)

  • 김상환;지달오
    • 한국구조물진단유지관리공학회 논문집
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    • 제14권3호
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    • pp.178-185
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    • 2010
  • 본 논문은 구조물의 기초지지력에 안정성 평가를 위해서 연구되었다. 구조물의 하부에 설치된 기초의 저면은 지반과 접촉하게 되는데 지반유실 및 기타원인으로 인해 기초와 지반의 접촉면 일부분이 손실되었을 때 접촉비율에 따라 나타나는 지지력안정성을 분석하기 위해서 시행되었다. 이를 위해 기초저면과 지반의 접촉비율을 정량적으로 조절하여 수치해석 및 모형실험으로 지지력 거동을 분석한 결과 기초저면과 지반의 접촉율이 75% 이상일 경우에는 기초의 지지력이 크게 저하되지 않는다는 지지력 안정성 기준을 확립하였다.

구두 굽의 형태가 인체의 근골격계에 미치는 영향에 관한 연구 (The Study on Musculoskeletal Effects of Heel Types)

  • 이창민;정은희
    • 대한인간공학회지
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    • 제23권1호
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    • pp.39-48
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    • 2004
  • In terms of women engaged in clerical job. working time of the workers who mainly keep standing with their high-heeled shoes on has been increasing. According]y. they are exposed to many kinds of foot deformation caused by loads of lower back and lower extremities due to high-heeled shoes. The type of heels they usually wear are diverse though the hight is same. In this study. we investigated most women's favorite styles of shoes concerned with heights. types and contact areas of the heels. Hence. we designed three kinds of shoes for an experiment: their contact areas with ground are 1 cm2. 2-4 cm2 and over 9 cm2 according to the heel heights. respectively. To investigate the biomechanical effects. analysis of motion and EMG were applied to the experiments. In addition. foot pressure distribution was measured for more detailed analysis. Six healthy young women were participated in this experiments. The result showed the heel becoming higher and narrower increased not only fluctuation of CBM(Center of Body Mass). but also the load of low back muscle and lower extremities. Accordingly. there was significant difference among types of the heel in terms of the role supporting load of the body. though the height is same. Especially. the difference among the pressures on a foot was most significant. In conclusion. we verified biomechanical effects are related with the contact area of a heel with ground as well as the hight.

Soil compaction and tractive force of big tractors and caterpillars (challenger 65 &45)

  • Weibbach, Michael
    • 한국농업기계학회:학술대회논문집
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    • 한국농업기계학회 1996년도 International Conference on Agricultural Machinery Engineering Proceedings
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    • pp.404-412
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    • 1996
  • For the cultivation of big agricultral areas high performance machinery is needed. The need to increase working productivity also leads to powerful machinery. The total weight of new tractor generations increases and with it their axle and wheel weight reaches a soil damaging extend. Besides carrying the mass of the tractors and harvesting-machines the chassis must transmit driving force onto the ground(Tab. 1). To decrease soil damaging compaction a number of technical solutions have been developed. Broad tyres are being used to minimize the contact-area pressure by using low tyre air pressure. For enlarging the contact area there are two-possibilities : to build a brought or a long contact area. done for instance in caterpillar tracks.

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궤도시스템의 궤도링크와 연약지반과의 상호 접촉연구 (Track System Interactions Between the Track Link and the Ground)

  • 류한식;장정선;최진환;배대성
    • 대한기계학회논문집A
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    • 제28권11호
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    • pp.1711-1718
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    • 2004
  • When the tracked vehicle is running on various types of terrain, the physical properties of the interacting ground can be different. In this paper, the interactions between track link and soft soil ground are investigated using static sinkage theory of soil ground. Grouser surfaces of a track link and triangular patches of ground are implemented for contact detection algorithm. Contact force at each segment area of a track link is computed respectively by using virtual work concept. Bekker's static soil sinkage model is applied for pressure-sinkage relationship and shear stress-shear displacement relationship proposed by Janosi and Hanamoto is used for tangential shear forces. The repetitive normal loads of a terrain are considered because a terrain element is subject to the repetitive loading of the roadwheels of a tracked vehicle. The methods how to apply Bekker's soil theory for multibody track system are proposed in this investigation and demonstrated numerically by high mobility tracked vehicle.