• 제목/요약/키워드: asymmetric load

검색결과 179건 처리시간 0.031초

중량물 들기 작업시 물체 무게중심 및 발의 위치가 허리 근육의 최대 EMG 진폭에 미치는 영향 (Effects of Load Center of Gravity and Feet Positions on Peak EMG Amplitude at Low Back Muscles While Lifting Heavy Materials)

  • 김선욱;한승조
    • 한국산업보건학회지
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    • 제22권3호
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    • pp.257-264
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    • 2012
  • Objectives: This study's aims were to evaluate the effects of load center of gravity within an object lifted and feet placements on peak EMG amplitude acting on bilateral low back muscle groups, and to suggest adequate foot strategies with an aim to reducing low back pain incidence while lifting asymmetric load. Methods: The hypotheses that asymmetric load imposes more peak EMG amplitude on low back muscles contralateral to load center of gravity than symmetric load and maximum peak EMG amplitude out of bilateral ones can be relieved by locating one foot close to load center of gravity in front of the other were established based on biomechanics including safety margin model and previous researches. 11 male subjects were required to lift symmetrically a 15.8kg object during 2sec according to each conditions; symmetric load-parallel feet (SP), asymmetric load-parallel feet (AP), asymmetric load-one foot contralateral to load center of gravity in front of the other (AL), and asymmetric load-one foot ipsilateral to load center of gravity in front of the other (AR). Bilateral longissimus, iliocostalis, and multifidus on right and left low back area were selected as target muscles, and asymmetric load had load center of gravity 10cm deviated to the right from the center in the frontal plane. Results: Greater peak EMG amplitude in left muscle group than in right one was observed due to the effect of load center of gravity, and mean peak EMG amplitudes on both sides was not affected by load center of gravity because of EMG balancing effect. However, the difference of peak EMG amplitudes between both sides was significantly affected by it. Maximum peak EMG amplitude out of both sides and the difference of peak EMG amplitude between both sides could be reduced with keeping one foot ipsilateral to load center of gravity in front of the other while lifting asymmetric load. Conclusions: It was likely that asymmetric load lead to the elevated incidence of low back pain in comparison with symmetric load based on maximum peak EMG amplitude occurrence and greater imbalanced peak EMG amplitude between both sides. Changing feet positions according to the location of load center of gravity was suggested as one intervention able to reduce the low back pain incidence.

접합부 강성과 비대칭 적설하중 적용을 통한 목조 래티스 지붕 구조물의 좌굴하중 특성 (Buckling Load of Lattice Timber Roof Structure considering Stiffness of Connection with Asymmetric Snow Load)

  • 황경주
    • 한국공간구조학회논문집
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    • 제23권1호
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    • pp.69-76
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    • 2023
  • A timber lattice roof, which has around 30m span, was constructed. In order to figure out the realistic buckling load level, the structural analysis of this roof structure was performed especially by stiffness of connection with various asymmetric snow load. Due to the characteristics of application of snow load, the load combinations of snow should be considered not only global area but also local part so that the critical buckling load could be observed as easy as possible. Geometrical imperfection was simulated to consider inaccurate shape of structure. And then nonlinear analysis were performed. Finally, this paper could investigate that the asymmetric snow load with the lower level stiffness of connection decreased the level of buckling load significantly.

Assessing asymmetric steel angle strength under biaxial eccentric loading

  • Shu-Ti Chung;Wei-Ting Hsu
    • Structural Engineering and Mechanics
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    • 제91권5호
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    • pp.517-526
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    • 2024
  • Due to the asymmetric cross-section of unequal-angle steel, the application of loads can induce axial rotation, leading to a series of buckling failure behaviors. Special attention must be paid during the design process. The present study aims to analyze the structural behavior of asymmetric steel angle members under various eccentric loading conditions, considering the complex biaxial bending interaction that arises when the angle steel is connected to the panel. Several key factors are investigated in this paper, including the effects of uniaxial and biaxial eccentricity on the structural behavior and the eccentric axial compression strength of long and short legs at different load application points. Potential risks associated with the specified load points, based on the AISC specifications, are also discussed. The study observed that the strength values of the members exhibited significant changes when the eccentric load deviates from the specified point. The relative position of the eccentric load point and the slenderness ratio of the member are critical influencing factors. Overall, this research intends to enhance the accuracy and reliability of strength analysis methods for asymmetric single angle steel members, providing valuable insights and guidance for a safer and more efficient design.

비대칭 출력부하에 대한 포화함수를 이용한 자동동조 알고리듬 (Autotuning algorithm for asymmetric output using saturation function)

  • 오승록;오동철
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2005년도 심포지엄 논문집 정보 및 제어부문
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    • pp.141-143
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    • 2005
  • An unknown linear time invariant plant with asymmetric oscillation in the output such as a static load disturbance. A saturation function nonlinear element is used to find the one point information in the frequency domain. An asymmetric self-oscillation caused by such as a static load disturbance saturation function feedback is analyzed. a new method to tune a PID controller based on the analysis is proposed in the presence of asymmetric oscillation. The proposed method does not require the knowledge of plant d.c. gain with an asymmetric oscillation in the plant output.

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허리의 비틀림 각도에 따른 근육 활동 분석 (A Study on the Muscle Activity During Asymmetric Load Handling)

  • 장성록;박현진
    • 한국안전학회지
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    • 제16권2호
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    • pp.117-120
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    • 2001
  • Low back pain has been known as the most frequent musuculoskeletal disorders in modern industrial society and cost by low back pain is increasing mon and more. The asymmetric lifting has been identified as a major risk factor of low back pain. In this study, the muscle activity and muscle exertion level during asymmetric load handling (without trunk flexion) was estimated. The results of normalized MVC measurement were decreased about 16%, 24%, 34% respectively as the asymmetric angle was $30^{\circ}$, $60^{\circ}$, $90^{\circ}$. From the results of EMG measurement contralateral muscles were more active than ipsilateral muscles. RMSEMG values of right erector spinae muscles were decreased as the work posture went to 90$^{\circ}$ and those of left erector spinae muscles were increased until the asymmetric angle was 40$^{\circ}$ but decreased continually over 40$^{\circ}$. And for seven of subjects, activities of left and right latissimus dorsi muscles were maintained constantly, while for remainer, those were irregular.

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들기 작업시 중량물의 비대칭 무게중심 및 상체 옆으로 기울임에 따른 허리근육의 Peak EMG 진폭 비교 (Comparison of Peak EMG Amplitude on Low Back Muscles according to Asymmetric Load Center of Gravity and Trunk Lateral Bending while Lifting)

  • 한승조;김선욱
    • 한국산학기술학회논문지
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    • 제13권10호
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    • pp.4629-4635
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    • 2012
  • 본 연구의 목적은 중량물 들기 작업시 비대칭 무게중심과 상체 옆으로 기울임 여부가 어떻게 L5/S1 주변 허리 근육의 Peak EMG 진폭에 영향을 미치는지를 알아보는 것이다. 요통을 포함한 근골격계질환은 무겁지 않은 물체의 지속적인 반복 취급뿐만 아니라, 일회성의 커다란 부하도 신체 조직의 부담으로 작용하여 발생할 수 있다. 11명의 20대 대학생 남성은 15.8kg의 물체를 들어올리는 Task를 3회 실행하였다. 이 때 대칭 무게중심의 물체를 상체를 기울이지 않고 들어 올리는 경우, 비대칭 무게중심의 물체를 상체를 기울이지 않고 들어 올리는 조건, 그리고 비대칭 무게중심의 물체를 상체를 기울여서 들어 올리는 경우에 따라 6개의 L5/S1 주변의 근육들로부터 Peak EMG 진폭이 수집되어 분석되었다. 결과는 비대칭 무게중심을 지닌 물체 취급시 무게중심에서 먼 쪽의 허리 근육에서 Peak EMG 진폭이 발생하고, 그 진폭의 크기는 대칭 무게중심 물체를 취급하는 경우보다 크게 나타났다. 또한, 비대칭 무게중심의 물체를 취급할 경우 물체나 상체를 물체의 무게중심 방향으로 기울이는 것은 기울이지 않을 때보다 대측성 등근육에서 Peak EMG 진폭 증가시켰다. 이러한 연구 결과는 비대칭 무게중심의 중량물을 들어 올리는 작업에서 요통 발생을 예방하기 위한 행정적인 조치로써 가능하면 상체를 전두면 기준으로 기울이지 않는 작업자 자세 조언이 필요함을 말해준다.

하중 분산형 앵커 내하체에 대한 모노타입 하중계의 현장 적용성 평가 (Field Applicability Evaluation of Monotype Load Cell for Load-Distributing Anchor)

  • 송용재;이강일;장용채;김상용
    • 한국지반신소재학회논문집
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    • 제23권3호
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    • pp.23-30
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    • 2024
  • 건설 구조물을 지반에 정착시켜 구조물을 안전하게 유지하기 위한 그라운드 앵커공법은 정착 방식에 따라 하중분산형 앵커와 일반형 앵커로 구분된다. 최근 현장에서는 앵커의 인장력이 크게 나타나는 하중분산형 앵커를 적용하는 사례가 증가하는 추세이지만 그에 따른 현장 적용성에 대한 문제점도 있다. 하중분산형 앵커는 강연선에 인장력을 각각 다른 구간에 정착시켜 가하는 방식으로 앵커체의 길이 차이로 인해 정착장 별 최대 인장력 크기가 다르게 나타나는 편하중의 문제점이 발생하고 있다. 이에 본 연구에서는 앵커의 편하중에 따른 품질관리 방안으로 하중분산형 앵커의 각 강연선별로 하중 측정이 가능한 모노타입 하중계를 개발하였으며, 기존의 멀티타입 하중계와 모노타입 하중계의 측정 결과를 비교 분석하여 현장 적용성을 분석하였다. 그 연구 결과, 멀티타입 하중계는 내하체별 작용하중을 추정할 수 밖에 없어 하중분산형 앵커의 강연선별 편하중 발생에 따른 관리는 불가능하였다. 그러나 모노타입 하중계의 경우에는 각 내하체별, 강연선별로 하중이 측정되어 지반조건, 시공조건 등에 상관없이 각 강연선별로 하중값이 측정되어 편하중 발생에 따른 안전관리와 시공관리가 가능할 것으로 판단된다.

비대칭무게중심을 지닌 물체 들기 작업시 허리부위 등근육 부하 및 피로 분석 (The Analysis of Low Back Loading and Muscle Fatigue while Lifting an Asymmetric Load)

  • 한승조;김선욱
    • 산업경영시스템학회지
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    • 제35권2호
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    • pp.30-36
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    • 2012
  • This study is aimed to show that an asymmetric load in the frontal plane leads to an increase in low back loading and fatigue in comparison with a symmetric load when workers lift an external weight by investigating previous studies and verifying the phenomenon with an experiment. Ten male subjects are required to lift and hold an given external load at 70cm height during 50sec, then the EMG amplitude and median frequency on bilateral low back muscle groups (Longissimus, Iliocostalis, and Multifidus) are recorded and analyzed. Independent variables are two-level load weight (13kg, 20kg) and three-level LCG (Center, 6.5cm to the right, and 13cm to the right), and dependent variables are EMG amplitude average, difference, and Fatigue Index (FI). Results show that load weight increases significantly amplitude average and FI, but LCG does significantly amplitude difference and FI significantly (P-value < 0.05). Also the correlation coefficient between amplitude difference and FI is over 0.99. These implies that trunk loading should be explained by not EMG amplitude but muscle fatigue aspect since the association between an external load and amplitude is linear, but the relationship between an external load and median frequency as muscle fatigue index is almost exponential.

정적 부하왜란이 있는 경우의 포화함수를 이용한 PID 자동동조 (PID Autotuning Based on Saturation Function Feedback with A Static Load Disturbance)

  • 오승록
    • 대한전기학회논문지:시스템및제어부문D
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    • 제51권12호
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    • pp.542-548
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    • 2002
  • We consider an unknown linear time invariant plan with static load disturbance. A saturation function nonlinear element is sued to find th one point information in the frequency domain. We analyze an asymmetric self-oscillation caused by static load disturbance with relay feedback and saturation function feedback. We propose a new method to tune a PID controller using a saturation nonlinear feedback element in the presence of asymmetric oscillation. The proposed method does not require the knowledge of plant d.c. gain with an asymmetric oscillation in the plat output.

Design and Verification of Improved Cascaded Multilevel Inverter Topology with Asymmetric DC Sources

  • Tarmizi, Tarmizi;Taib, Soib;Desa, M.K. Mat
    • Journal of Power Electronics
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    • 제19권5호
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    • pp.1074-1086
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    • 2019
  • This paper presents the design and implementation of an improved cascaded multilevel inverter topology with asymmetric DC sources. This experimental inverter topology is a stand-alone system with simulations and experiments performed using resistance loads. The topology uses four asymmetric binary DC sources that are independent from each other and one H-bridge. The topology was simulated using PSIM software before an actual prototype circuit was tested. The proposed topology was shown to be very efficient. It was able to generate a smooth output waveform up to 31 levels with only eight switches. The obtained simulation and experimental results are almost identical. In a 1,200W ($48.3{\Omega}$) resistive load application, the THDv and efficiency of the topology were found to be 1.7% and 97%, respectively. In inductive load applications, the THDv values were 1.1% and 1.3% for an inductive load ($R=54{\Omega}$ dan L=146mH) and a 36W fluorescent lamp load with a capacitor connected at the dc bus.