• 제목/요약/키워드: BACK TENSION

검색결과 149건 처리시간 0.036초

요통에 대한 휘담식 수기요법의 임상 적용 (Clinical application of Whidam's Su-Gi therapy to Low back pain)

  • 안훈모;장성진;강한주
    • 대한의료기공학회지
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    • 제21권1호
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    • pp.13-21
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    • 2022
  • Objective : This report aimed to provide an introduction to the clinical application of Whidam's Su-Gi therapy to low back pain. Methods : Whidam's Su-Gi therapy for low back pain consisted of manual therapy according to upward and downward evaluations. Upward evaluation items include SLR, hip joint LOM, legs raising together, raising knee and turning left and right, and waist raising. Downward evaluation items include spinal alignment in sitting position, shoulder part tension, and cervical part tension. After performing the manual therapy according to the evaluation at each stage, the pain and dysfunction are reevaluated to confirm the negative and proceed to the next step. Conclusions : The clinical application of Whidam's Su-Gi therapy to low back pain is a method of interpreting and approaching low back pain disease with the theory of attraction pathology according to the principle of ChoGi-therapy(調氣療法).

Auto back 인장장치를 이용한 제거식 앵커의 적용성 (Application of Removable Ground Anchor Using Auto back Equipment)

  • 이송;이성원;박상국;김사동
    • 한국구조물진단유지관리공학회 논문집
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    • 제8권4호
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    • pp.223-230
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    • 2004
  • 도심지의 흙막이 공사에서 앵커의 인장력에 의해 굴착면을 지지하는 제거식 그라운드 앵커의 사용성이 중시되고 있다. 현재 현장에서 주로 이용되고 있는 압축분산형 앵커는 강선의 길이가 달라 기존 인장장치로 긴장력 도입시 일정한 긴장력을 취할 수 없어 앵커 거동에 문제점을 야기하고 있다. 따라서 Auto back 인장장치를 사용하여, 각 강선에 일정한 긴장력의 도입을 시도하는 현장실험을 실시하였다. 본 연구는 기존 인장장치와 Auto back 인장장치의 현장실험에 따른 실험결과치를, 탄성론에 의거하여 계산된 이론치와 비교 분석하였다. 그 결과 기존 인장장치는 강선의 수가 증가할수록 긴장력 차이가 더 증가하고 있음이 확인되었다. 이는 하중이 집중된 강선의 극한파괴와 지반의 전단파괴를 야기할 수 있다. 따라서 Auto back 인장장치에 의한 긴장이 이루어져 강선에 긴장력을 균등 분배해야 한다.

Tension Control of the Let-off and Take-up System in the Weaving Process Based on Support Vector Regression

  • Han, Dong-Chang;Back, Woon-Jae;Lee, Sang-Hwa;Lee, Hyuk-Jin;Noh, Seok-Hong;Kim, Han-Kil;Park, Jae-Yong;Lee, Suk-Gyu;Chun, Du-Hwan
    • 제어로봇시스템학회:학술대회논문집
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    • 제어로봇시스템학회 2005년도 ICCAS
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    • pp.1141-1145
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    • 2005
  • This paper proposes a robust tension control algorithm for the let-off and take-up system driven by servo motor which is robust to disturbance and tension variation by using SVR(Support Vector Regression). Quality of textile goods in fiber manufacturing process highly depends on control of let-off, take-up and tension which are essential for constant tension control of yarn and textile fabrics and correct length of them. The physical properties of textile fabrics are very sensitive to several factors(temperature, humidity, radius change of warp beam etc.) which result in tension change. Rapid development of fiber manufacture machine for higher productivity requires control system for let-off, take-up and tension for robustness to sharp tension-variation and quick response. The validity and the usefulness of the proposed algorithm are thoroughly verified through numerical simulation.

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공용중인 아스팔트 포장의 아스팔트층 동탄성계수와 FWD 역산 탄성계수의 상관관계 분석 (Analysis on Relationship between FWD Back-calculated Modulus and Dynamic Modulus of Asphalt Layers for Existing Asphalt Pavements)

  • 박희문;박홍준
    • 한국도로학회논문집
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    • 제17권5호
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    • pp.25-31
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    • 2015
  • PURPOSES: The objective of this study is to analyze the relationship between the FWD back-calculated modulus and dynamic modulus of asphalt layers for existing asphalt pavements. METHODS: To evaluate the dynamic modulus of the asphalt mixture in the existing and new asphalt layers, the uniaxial direct tension test was conducted on small asphalt specimens obtained from the existing asphalt-covered pavements. A dynamic modulus master curve was estimated by using the uniaxial direct tension test for each asphalt layer. The falling weight deflectometer (FWD) testing was conducted on the test sections, and the modulus values of pavement layers were back-calculated using the genetic algorithm and the finite element method based back-calculation program. The relationship between measured and back-calculated asphalt layer moduli was examined in this study. The normalized dynamic modulus was adopted to predict the stiffness characteristics of asphalt layers more accurately. RESULTS: From this study, we can conclude that there is no close relationship between dynamic modulus of first layer and back-calculated asphalt modulus. The dynamic moduli of second and third asphalt layers have some relation with asphalt stiffness. Test results also showed that the normalized dynamic modulus of the asphalt mixture is closely related to the FWD back-calculated modulus with 0.73 of R square value. CONCLUSIONS: The back-calculated modulus of asphalt layer can be used as an indicator of the stiffness characteristics of asphalt layers in the asphalt-covered pavements.

Length-tension and velocity-force relationships of the torso extensors:Dynamic biomechanical modeling considerations

  • Raschke, U.;Chaffin, D.B.
    • 한국경영과학회:학술대회논문집
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    • 대한산업공학회/한국경영과학회 1996년도 춘계공동학술대회논문집; 공군사관학교, 청주; 26-27 Apr. 1996
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    • pp.137-140
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    • 1996
  • This study investigated the length-tension and velocity-force relations of the torso erectors. A myoelectric based approach was used wherein a dynamic biomechanical model incorporating active and passive tissue charactreistics provided music kinematic estimates during controlled sagittal plan extension motions. A double linear optimization formulation from the literatured provided muscle tension estimates. The data supported a linear length-tension relation toward full flexion for both the erector spinae and latissimus muscles. Velocity trends agreed with that predicted by Hill's exponential relation. The results have implications for muscle tension estimation in biomechanical torso modeling, and suggest a possible low back pain injury mechanism.

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영상신호를 이용한 현수교 행어케이블의 장력 추정 (Tension Estimation for Hanger Cables on a Suspension Bridge Using Image Signals)

  • 김성완;윤다운;박시현;공민준;박재봉
    • 한국구조물진단유지관리공학회 논문집
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    • 제24권3호
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    • pp.112-121
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    • 2020
  • 최근 재료 및 시공 기술의 지속적인 발전으로 인하여 장대교량의 건설이 증가하고 있다. 특히 케이블을 이용한 장대교량에서는 시공 중, 그리고 공용상태에서 케이블의 장력을 측정하여 교량의 안전성을 지속적으로 감시하는 것이 중요하다. 케이블 장력을 측정하기 위한 다양한 방법이 있으며, 그중에서도 케이블의 형상조건과 고유진동수를 이용하여 장력을 산정하는 진동법은 로드셀 등을 이용하여 케이블의 응력을 측정하는 직접법에 비해 경제적이며 편리하므로 현재 널리 활용되고 있다. 본 연구에서는 영상신호를 이용하여 케이블의 응답을 측정하기 위해 영상처리기법을 적용하였으며 사용의 편의성과 경제성을 고려하여 상업용 디지털 캠코더를 사용하였다. 모드별 고유진동수들을 변수로 하여 원거리에 위치한 행어케이블의 장력을 추정할 수 있는 역해석 방법의 타당성을 검증하기 위하여 공용중인 현수교에서 상시진동실험을 수행하였다. 그리고 각 행어케이블의 해석모델을 통해서 계산된 모드별 고유진동수와 계측된 모드별 고유진동수의 차이를 이용하여 역해석하여 추정된 장력을 진동법에 의해 산정된 장력과 비교하였다.

금속인장교정기의 공정변수 설계를 위한 탄소성 유한요소해석 (1)-단순모델 해석 (Elasto-plastic Finite Element Analysis for the Parametric Process Design of the Tension Leveller(1) -Unit Model Analysis)

  • 이형욱;허훈;박상래
    • 소성∙가공
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    • 제11권2호
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    • pp.138-146
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    • 2002
  • This paper is concerned with the simulation-based process design method involved non-steady state problem of tension levelling considering the elasto-plastic hardening behavior of a metallic strip by a commercial code ABAQUS/Standard. The tension levelling process is peformed to elongate the strip plastically in combination of tensile and bending strain by a controlled manner so that all longitudinal fibers in the strip have an approximately equal amount of length and undesirable strip shapes are corrected to the flat share. Objectives of this paper are the development of a general method for the design of a tension leveller by a finite element method and parameter studies for the deisgn variables such as the applied tension, the roll intermash includes the determination of the steady state using the simple unit of the tension levelling line and the effect of the finite element mesh size on the amount and distribution of the strain calculated. The analysis provides the information about the intermesh effect on the amount and final shapes of the strip and distribution of the strain in order to determine the amount elongation for correction of the irregular share.

휘담식 진동기 골반수기로 개선된 급성 요통 증후군으로 인한 보행장애 증례 (A Case Report of Gait Disturbance due to Acute Low Back Pain Syndrome improved with Whidam's Vibrator Pelvic Sugi Therapy)

  • 정재훈;필감매;나삼식
    • 대한의료기공학회지
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    • 제21권1호
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    • pp.1-12
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    • 2022
  • Objective : The purpose of this study is to report the results of treating patients with acute low back pain syndrome who are difficult to walk with Whidam's Vibrator Pelvic Sugi Therapy. Methods : We used combinations of korean medicine such as herbal medicine, acupuncture, cupping therapy, and thermal therapy. At the same time, the patient was treated with Whidam's Vibrator Pelvic Sugi Therapy. The first period of hospitalization was 14 days and the second period was 54 days. At the second hospitalization, back pain recurred and was unable to walk. At the first hospitalization, L5-S1 HIVD and L4-5 Mild HIVD were diagnosed on lumbar MRI, and there was no abnormality in blood tests. Results : By relieving muscle tension and restoring the weakened muscle elasticity with herbal treatment and Whidam's Vibrator Pelvic Sugi Therapy, back pain decreased and the inability to walk gradually improved, making it possible to walk on its own. Conclusions : The results of standing and walking on one's own were obtained by relieving muscle tension and restoring weakened muscle elasticity in acute back pain syndrome with gait disturbance diagnosed with lumbar herniated intervertebral disc through korean medicine treatment and Whidam's Vibrator Pelvic Sugi Therapy. Whidam's Vibrator Pelvic Sugi Therapy is thought to help acute back pain by restoring muscle elasticity and strengthening muscle strength. In the future, it is expected that additional clinical studies will be conducted on various pain diseases with Whidam's Vibrator Pelvic Sugi Therapy.

부유식 수직축 풍력발전 시스템의 운동특성 및 계류특성에 대한 연구 (Study on Motion and Mooring Characteristics of Floating Vertical Axis Wind Turbine System)

  • 장민석;조효제;황재혁;김재희;김헌우
    • 한국해양공학회지
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    • 제31권3호
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    • pp.202-207
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    • 2017
  • This paper presents the results of an experimental study on the motions and mooring characteristics of a floating vertical axis wind turbine system. Based on a comparison of regular wave experiment results, the motions of structures with different types of mooring are almost the same. Based on the tension response results of a regular wave experiment with a catenary mooring system, the mooring lines in front of the structure have a larger tension effect than the back of the structure by the drifted offset of the structure. The dynamic response spectrum of the structure in the irregular wave experiments showed no significant differences in response to differences in the mooring system. As a result of the comparison of the tension response spectra, the mooring lines have a larger value with a drifted offset for the structure, as shown in the previous regular wave experiment. The results of the dynamic response of the structure under irregular wave and wind conditions showed that the heave motion response is influenced by the coupled effect with the mooring lines of the surge and pitch motion due to the drifted offset and steady heeling. In addition, the mooring lines in front of the structure have a very large tension force compared to the mooring lines in back of the structure as a result of the drifted offset of the structure.

LBM을 이용한 Dam Breaking 수치해석 연구 (COMPUTATIONAL STUDY ON TWO DIMENSIONAL DAM BREAKING SIMULATION USING LATTICE BOLTZMANN METHOD)

  • 정노택;하산 엠디.캄롤
    • 한국전산유체공학회:학술대회논문집
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    • 한국전산유체공학회 2011년 춘계학술대회논문집
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    • pp.54-57
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    • 2011
  • In this paper we present an algorithm about how to simulate two dimensional dam breaking with lattice Boltzmann method (LBM). LBM considers a typical volume element of fluid to be composed of a collection of particles that represented by a particle velocity distribution function for each fluid component at each grid point. We use the modified Lattice Boltzmann Method for incompressible fluid. This paper will represent detailed information on single phase flow which considers only the water instead of both air and water. Interface treatment and conservation of mass are the most important things in simulating free surface where the Interface is treated by mass exchange with the water region. We consider the surface tension on the interface and also bounce back boundary condition for the treatment of solid obstacles. We will compare the results of the simulation with some methods and experimental results.

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