• 제목/요약/키워드: Effective bearing length

검색결과 45건 처리시간 0.026초

Effects of trunk control robot training on balance and gait abilities in persons with chronic stroke

  • Lim, Chae-gil
    • Physical Therapy Rehabilitation Science
    • /
    • 제9권2호
    • /
    • pp.105-112
    • /
    • 2020
  • Objective: To investigate the effects of training using a trunk control robot (TCR) system combined with conventional therapy (CT) on balance and gait abilities in persons with chronic stroke. Design: Two-group pretest-posttest design. Methods: Thirty-five subjects with chronic stroke were randomly assigned to either the TCR group (n=17) or the trunk extension-training (TET) group (n=18). Both groups performed CT for 30 minutes, after which the TCR group performed TCR training and the TET group performed trunk extension training for 20 minutes. Both groups performed the therapeutic interventions 3 days per week for 6 weeks. Balance ability was evaluated using the Berg Balance Scale (BBS), and the Timed Up-and-Go (TUG) test. Gait ability was measured using the 10 m Walk Test (10MWT) and the NeuroCom Smart Balance Master. Results: TCR group showed significant improvements in static balance (weight bearing) and dynamic balance (weight shifting speed, weight shifting direction, BBS, and TUG), 10MWT, gait speed, and step width (p<0.05); step length was not significant. The TET group showed a significant partial improvement of dynamic balance (weight shifting speed, weight shifting direction, BBS, and 10MWT (p<0.05), but the improvements in static balance, TUG, gait speed, and step width and step length was not significant. Additionally, significant differences in static balance, dynamic balance (weight shifting speed, weight shifting direction, BBS, and TUG), 10MWT, gait speed, and step width were detected between groups (p<0.05). Conclusions: TCR training combined with CT is effective in improving static and dynamic balance, as well as gait abilities in persons with chronic stroke.

The responses of battered pile to tunnelling at different depths relative to the pile length

  • Mukhtiar Ali Soomro;Naeem Mangi;Dildar Ali Mangnejo;Zongyu Zhang
    • Geomechanics and Engineering
    • /
    • 제35권6호
    • /
    • pp.603-615
    • /
    • 2023
  • Population growth and urbanization prompted engineers to propose more sophisticated and efficient transportation methods, such as underground transit systems. However, due to limited urban space, it is necessary to construct these tunnels in close proximity to existing infrastructure like high-rise buildings and bridges. Battered piles have been widely used for their higher stiffness and bearing capacity compared to vertical piles, making them effective in resisting lateral loads from winds, soil pressures, and impacts. Considerable prior research has been concerned with understanding the vertical pile response to tunnel excavation. However, the three-dimensional effects of tunnelling on adjacent battered piled foundations are still not investigated. This study investigates the response of a single battered pile to tunnelling at three critical depths along the pile: near the pile shaft (S), next to the pile (T), and below the pile toe (B). An advanced hypoplastic model capable of capturing small strain stiffness is used to simulate clay behaviour. The computed results reveal that settlement and load transfer mechanisms along the battered pile, resulting from tunnelling, depend significantly on the tunnel's location relative the length of the pile. The largest settlement of the battered pile occurs in the case of T. Conversely, the greatest pile head deflection is caused by tunnelling near the pile shaft. The battered pile experiences "dragload" due to negative skin friction mobilization resulting from tunnel excavation in the case of S. The battered pile is susceptible to induced bending moments when tunnelling occurs near the pile shaft S whereas the magnitude of induced bending moment is minimal in the case of B.

Bioreactor를 이용한 사계성 딸기 기내대량증식과 경제성 (In Vitro Mass Propagation and Economic Effects of Bioreactor Culture in Ever-bearing Strawberry 'Goha')

  • 이종남;김혜진;김기덕;권영석;임주성;임학태;용영록
    • 원예과학기술지
    • /
    • 제28권5호
    • /
    • pp.845-849
    • /
    • 2010
  • 본 실험은 여름딸기 무병묘 대량증식을 위해 bioreactor배양의 증식 및 경제성 효과를 비교하고자 실시하였다. 배양 방법은 반고체, 고체, 현탁배양 및 bioreactor 배양 등 4가지 방법을 이용하였다. 배양 6주 후, 식물체의 초장은 고체배양이 3.6cm로 가장 짧았으며, bioreactor 배양이 8.3cm로 가장 길었다. 생체중과 건물중은 bioreactor 배양이 2,261mg과 525mg으로 다른 배양방법에 비하여 가장 무거웠다. 액아는 반고체, 고체 및 현탁배양은 거의 발생하지 않았으나, bioreactor 배양은 주당 7개의 액아가 발생하였다. 경제성 분석 결과 기본식물 생산 시 bioreactor배양이 303원/주으로 고체배양의 845원/주보다 542원/주 적었다. 따라서 딸기 무병묘 생산 시 bioreactor배양이 대량증식 및 경제적인 면에서 효율적이었다.

영지(靈芝)의 비자실체성(非子實體性) 담자포자(擔子胞子)의 형성(形成)에 미치는 광(光)의 영향 (Effect of Light on the Formation of Non-Basidiocarpous Basidiospores of Ganoderma Lucidum)

  • 신관철;서건식
    • 한국균학회지
    • /
    • 제17권4호
    • /
    • pp.189-193
    • /
    • 1989
  • 영지(靈芝)버섯 균사의 비자실체성(非子實體注) 담자포자(擔子胞子)의 형성(形成)에 미치는 광(光)의 영향을 구명(究明)하기 위하여 광질(光質), 광도(光度) 및 광조사(光照射) 시간(時間)을 달리하여 실험하였다. 영지(靈芝)버섯 균사의 비자실체성(非子實體注) 담자포자(擔子胞子)의 형성(形成)에 있어서 광(光)은 필수 요인이었다. 광(光)의 조사(照射)는 16시간 광(光)/8시간 암(暗)으로 계속 처리할 때 포자(胞子)의 형성량(形成量)이 가장 많았고 유효(有效)한 광(光)은 blue와 yellow이었으며 Near U.V.에서는 포자(胞子)가 형성(形成)되지 않았다. 광도(光度)는 백색광으로 1,000Lux일 때 가장 효과적(效果的)이었다. 광형태(光形態) 형성(形成) 반응(反應)은 계통간(系統間)에 명확한 차이를 보여 광(光) 요구성(要求性)이 유전인자(遺傳因子)의 지배를 받음을 보였다.

  • PDF

Effects of a Real-time Plantar Pressure Feedback during Gait Training on the Weight Distribution of the Paralyzed Side and Gait Function in Stroke Patients

  • Kim, Tae-Wu;Cha, Yong-Jun
    • 대한물리의학회지
    • /
    • 제17권2호
    • /
    • pp.53-62
    • /
    • 2022
  • PURPOSE: This study was conducted to investigate the effect of a real-time pressure feedback provided during gait training on the weight weight distribution of the inner part of mid-foot in paralyzed side and gait function in stroke patients. METHODS: A total of 24 patients with hemiplegic stroke in a rehabilitation hospital were randomly assigned to the experimental and control group. All participants (n = 24) performed 15 min of comprehensive rehabilitation therapy 5 times a week for a period of 4 weeks. Additionally, the experimental group and control group underwent gait training with a real time feedback and general gait training, respectively, for 15 min five times a week for 4 weeks. Weight distribution and gait function were measured before and after the 4-week training. RESULTS: Significant increases in the weight distribution (WD), stance time (ST) and step length (SL) of the paralyzed side, and a significant decrease in the 10 m walking test (10 MWT) observed after training in the two groups (p < .05). The experimental group showed larger changes in the all variables than the control group (WD, +10.5 kg vs. +8.8 kg, p < .05; ST, 12.8 s vs. 4.9 s, p < .05; SL, 4.9 cm vs. 1.7 cm, p < .05; 10 MWT, -3.5 s vs. -1.0 s, p < .05, respectively). CONCLUSION: Gait training with a real-time feedback might be effective in improving the normalization of weight bearing of the paralyzed lower extremity and gait function of stroke patients, and be considered to be a more effective gait training for improving the abilities than the general gait training.

사계성 딸기 '고하' 조직배양묘의 대량증식 시 생물반응기 내 공기주입량에 따른 생육 특성 (Growth Characteristics of in Vitro Mass Propagated Plantlets of Ever-bearing Strawberry 'Goha' according to Aeration Rate in Bioreactor)

  • 김혜진;이종남;김기덕;임주성;임학태;용영록
    • 원예과학기술지
    • /
    • 제30권4호
    • /
    • pp.432-436
    • /
    • 2012
  • 본 실험은 사계성 딸기의 무병묘 생산을 위한 생물반응기 배양 시 공기주입량에 따른 생육특성을 비교하고, 적정 공기주입량을 구명하기 위해 실시하였다. 생물반응기 내 공기주입량은 0.1vvm, 0.2vvm, 0.3vvm 및 0.4vvm 등 4 수준으로 처리하였다. 공기주입량 0.2vvm에서 초장이 9.03cm로 가장 길었으며, 엽수는 40.4개, 생체중은 6,106mg으로 타처리구에 비해 생육이 왕성하였다. 생물반응기 배양기간이 길어짐에 따라 잎, 뿌리 등이 점진적으로 많이 발생하였으며, 유식물체의 생체중도 급격히 늘어났으며, 배양 6주째에는 신초수가 주당 10.4개 발생하였으며 완전한 하나의 독립된 식물체로 발달되었다. 그리고 생물반응기 내의 공기는 0.2vvm으로 지속적으로 공급해주며, 최소 6주간 배양해야 완전한 식물체로 성장하였다.

겹침이음된 초고강도콘크리트 보의 휨강도에 횡방향보강 요소가 미치는 영향 (Influence of Transverse Reinforcement Elements for Flexural Strength of Lap Spliced Ultra-high-strength Reinforced Concrete Beams)

  • 배백일;최현기
    • 한국구조물진단유지관리공학회 논문집
    • /
    • 제26권5호
    • /
    • pp.135-142
    • /
    • 2022
  • 본 연구에서는 초고강도 콘크리트에 적용된 겹침 이음의 안전성을 평가하기 위해 초고강도콘크리트 보의 휨성능을 평가하였다. 설계기준에서 정하고 있는 정착 길이 및 겹침이음 길이 산정식에서 겹침이음 길이에 영향을 미치는 횡보강근과 콘크리트 피복 성능의 검토가 수행되었다. 주요 변수는 콘크리트 피복의 구속 성능 증진을 위한 섬유의 혼입과 횡방향철근 배치로 설정하였다. 강섬유가 혼입되었으며 1% 및 2% 부피비로 섬유의 혼입량 증가에 따른 콘크리트 피복 성능의 변화를 검토하였으며, 이음 구간 내에 간격 100mm의 D10 스터럽이 배치되도록 하였다. 실험 결과, 스터럽으로 구속된 실험체는 주인장철근 방향으로의 수평균열 진전과 함께 급격한 하중저하 현상이 나타났으며, 강섬유로 보강된 실험체의 경우 주인장철근 방향의 균열 확대가 억제되고 급작스러운 하중지지능력의 상실을 경험하지 않는 것으로 나타났다. 특히, 2% 의 혼입률이 적용된 실험체의 주인장철근 위치의 변형률은 항복 변형률을 초과하는 것으로 나타났다. 콘크리트 표면에 대한 변형률 측정 결과 철근보다는 섬유가 더 콘크리트 표면의 손상을 방지하는 데에 효과적인 것으로 나타났다.

터널해석에 있어 지하수 거동의 중요성 (Significance of Ground Water Movements in the Numerical Modelling of Tunnelling)

  • 신종호
    • 한국지반공학회:학술대회논문집
    • /
    • 한국지반공학회 2003년도 봄 학술발표회 논문집
    • /
    • pp.257-264
    • /
    • 2003
  • Tunnelling in water bearing soils influences the ground water regime. It has been indicated in the literature that the existence of ground water above a tunnel influences tunnel stability and the settlement profile. Only limited research, however, has been done on ground water movements around tunnels and their influence on tunnel performance. Time dependent soil behaviour can be caused by the changes of pore water pressure and/or the viscous properties of soil(creep) under the stress change resulting from the advance of the tunnel face. De Moor(1989) demonstrated that the time dependent deformations due to tunnelling are mainly the results of pore pressure dissipation and should be interpreted in terms of effective stress changes. Drainage into tunnels is governed by the permeability of the soil, the length of the drainage path and the hydraulic boundary conditions. The potential effect of lime dependent settlement in a shallow tunnel is likely to occur rapidly due to the short drainage path and possibly high coefficient of consolidation. Existing 2D modelling methods are not applicable to these tunnelling problems, as it is difficult to define empirical parameters. In this paper the time-based 2D modelling method is adopted to account for the three dimensional effect and time dependent behaviour during tunnel construction. The effect of coupling between the unloading procedure and consolidation during excavation is profoundly investigated with the method. It is pointed out that realistic modelling can be achieved by defining a proper permeability at the excavation boundary and prescribing appropriate time for excavation Some guidelines for the numerical modelling of drained and undrained excavation has been suggested using characteristic time factor. It is highlighted that certain range of the factor shows combined effect between the unloading procedure due to excavation and consolidation during construction.

  • PDF

FEM해석에 의한 막장볼트 및 보조벤치의 막장안정성 효과에 관한 연구 (Study on the Effect of Bolt and Sub-bench on the Stabilization of Tunnel Face through FEM Analysis)

  • 김성열;윤지선
    • 터널과지하공간
    • /
    • 제18권6호
    • /
    • pp.427-435
    • /
    • 2008
  • 본 연구에서는 지반등급 V중에서 막장자립이 곤란한 지반에 대해 지반고유의 지지력을 최대한 이용하기 위한 굴착공법 및 적정벤치길이에 대해 검토하고, 보조공법으로 막장볼트를 적용할 경우 타설 패턴, 타설 개수에 따라 막장 및 막장주변지반에 어떠한 영향이 발생되는지에 대해 3차원 FEM해석을 수행하였다. 보조벤치 병용전단면공법이 조기 단면폐합으로 변위를 크게 줄일 수 있음을 알 수 있었으며, 타설 패턴으로는 격자상, 교호배치형(지그재그형), 원주상순으로 변위억제효과가 있는 것으로 나타났다. 또한 타설 개수 증가에 따라 막장축방향 수평변위에 대해 억제효과가 있는 것으로 분석되었으며 보조벤치 병용 전단면공법굴착시공의 경우 막장부 $1.5m^2$에 1개의 막장볼트(격자상) 타설로 막장면 안정성을 확보할 수 있을 것으로 판단되었다.

Biological Efficacy of Streptomyces sp. Strain BN1 against the Cereal Head Blight Pathogen Fusarium graminearum

  • Jung, Boknam;Park, Sook-Young;Lee, Yin-Won;Lee, Jungkwan
    • The Plant Pathology Journal
    • /
    • 제29권1호
    • /
    • pp.52-58
    • /
    • 2013
  • Fusarium head blight (FHB) caused by the filamentous fungus Fusarium graminearum is one of the most severe diseases threatening the production of small grains. Infected grains are often contaminated with mycotoxins such as zearalenone and trichothecences. During survey of contamination by FHB in rice grains, we found a bacterial isolate, designated as BN1, antagonistic to F. graminearum. The strain BN1 had branching vegetative hyphae and spores, and its aerial hyphae often had long, straight filaments bearing spores. The 16S rRNA gene of BN1 had 100% sequence identity with those found in several Streptomyces species. Phylogenetic analysis of ITS regions showed that BN1 grouped with S. sampsonii with 77% bootstrap value, suggesting that BN1 was not a known Streptomyces species. In addition, the efficacy of the BN1 strain against F. graminearum strains was tested both in vitro and in vivo. Wheat seedling length was significantly decreased by F. graminearum infection. However, this effect was mitigated when wheat seeds were treated with BN1 spore suspension prior to F. graminearum infection. BN1 also significantly decreased FHB severity when it was sprayed onto wheat heads, whereas BN1 was not effective when wheat heads were point inoculated. These results suggest that spraying of BN1 spores onto wheat heads during the wheat flowering season can be efficient for plant protection. Mechanistic studies on the antagonistic effect of BN1 against F. graminearum remain to be analyzed.