• 제목/요약/키워드: Root motion

검색결과 152건 처리시간 0.032초

물리적 인간-기계 상호작용을 위한 표면 근전도 신호 기반의 어깨 굴곡 토크 및 각도 추정 (Estimation of Shoulder Flexion Torque and Angle from Surface Electromyography for Physical Human-Machine Interaction)

  • 박기한;이동주;김정
    • 한국정밀공학회지
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    • 제28권6호
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    • pp.663-669
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    • 2011
  • This paper examines methods to estimate torque and angle in shoulder flexion from surface electromyography(sEMG) signals for intuitive and delicate control of robotic assistance device. Five muscles on the upper arm, three for shoulder flexion and two for shoulder extension, were used to offer favorable sEMG recording conditions in the estimation. The methods tested were the mean absolute value (MAV) with linear regression and the artificial neural network (ANN) method. An optimal condition was sought by varying combination of muscles used and the parameters in each method. The estimation performance was evaluated using the correlation values and normalized root mean square error values. In addition, we discussed their possible use as an estimation of motion intent of a user or as a command input in a physical human-machine interaction system.

선박용 감속기어-디젤엔진 연결축의 진동 피로파손 분석 (Analysis of the Vibration Fatigue for the Diesel Engine and Reduction Gear Connecting Shaft in a Ship)

  • 한형석;이경현;박성호;김청식
    • 한국소음진동공학회논문집
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    • 제24권5호
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    • pp.407-413
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    • 2014
  • The diesel engine and reduction gear combination is one of the common propulsion system in a naval vessel. Since the diesel engine has torsional vibration caused by reciprocating motion of the mass and gas pressure force of the cylinder, high cycle torsional fatigue can be occurred. Therefore, ROK navy restricts the maximum stress of the propulsion shaft according to MIL G 17859D. In this paper, the root cause for the failure of the diesel engine and reduction gear connecting shaft occurred in typical naval vessel is investigated based on the measured bending and torsional moment according to MIL G 17859D procedure.

지지부 탄성효과를 고려한 회전 외팔 보의 진동해석 (Vibration Analysis of Rotating Cantilever Beams Considering the Elastic Foundation Effect)

  • 윤경재;유홍희
    • 소음진동
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    • 제10권6호
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    • pp.1022-1028
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    • 2000
  • This paper presents a modeling method for the vibration analysis of rotating cantilever beams considering the elastic foundation effect. Mass and stiffness matrices are derided explicitly by considering coupling effect between stretching and bonding motion. Numerical results show that the bending direction elastic foundation stiffness influences the vibration characteristics significantly in practical range of beam configuration. The ranges of elastic foundation stiffness to avoid the dynamic buckling are also presented. The method presented in this paper can be used to predict the variations of natural frequencies of rotating cantilever beams with elastically restrained root.

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Robust design of liquid column vibration absorber in seismic vibration mitigation considering random system parameter

  • Debbarma, Rama;Chakraborty, Subrata
    • Structural Engineering and Mechanics
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    • 제53권6호
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    • pp.1127-1141
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    • 2015
  • The optimum design of liquid column dampers in seismic vibration control considering system parameter uncertainty is usually performed by minimizing the unconditional response of a structure without any consideration to the variation of damper performance due to uncertainty. However, the system so designed may be sensitive to the variations of input system parameters due to uncertainty. The present study is concerned with robust design optimization (RDO) of liquid column vibration absorber (LCVA) considering random system parameters characterizing the primary structure and ground motion model. The RDO is obtained by minimizing the weighted sum of the mean value of the root mean square displacement of the primary structure as well as its standard deviation. A numerical study elucidates the importance of the RDO procedure for design of LCVA system by comparing the RDO results with the results obtained by the conventional stochastic structural optimization procedure and the unconditional response based optimization.

복합재 무베어링 로우터 블레이드의 정지 비행시 공력탄성학적 안정성 해석 (Aeroelastic Stability Analysis of Composite Bearingless Rotor Blades in Hover)

  • 임인규;최지훈;이인;한재흥
    • 한국복합재료학회:학술대회논문집
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    • 한국복합재료학회 2004년도 춘계학술발표대회 논문집
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    • pp.83-86
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    • 2004
  • The aeroelastic stability analysis of composite bearingless rotors is investigated using a large deflection beam theory in hover. The bearingless rotor configuration consists of a single flexbeam with a wrap-around type torque tube and the pitch links located at the leading edge and trailing edge of the torque tube root. For the analysis of composite bearingless rotors, flexbeam is assumed to be a rectangular section made of laminate. Two-dimensional quasi-steady strip theory and Loewy's aerodynamic theory with the lift deficiency function are used for unsteady aerodynamic computation. The finite element equations of motion for beams are obtained using Hamilton's principle. Numerical results of selected bearingless rotor configurations are obtained for the lay-up of laminae in the flexbeam and pitch links location.

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Computer simulation for dynamic wheel loads of heavy vehicles

  • Kawatani, Mitsuo;Kim, Chul-Woo
    • Structural Engineering and Mechanics
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    • 제12권4호
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    • pp.409-428
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    • 2001
  • The characteristics of dynamic wheel loads of heavy vehicles running on bridge and rigid surface are investigated by using three-dimensional analytical model. The simulated dynamic wheel loads of vehicles are compared with the experimental results carried out by Road-Vehicles Research Institute of Netherlands Organization for Applied Scientific Research (TNO) to verify the validity of the analytical model. Also another comparison of the analytical result with the experimental one for Umeda Entrance Bridge of Hanshin Expressway in Osaka, Japan, is presented in this study. The agreement between the analytical and experimental results is satisfactory and encouraging the use of the analytical model in practice. Parametric study shows that the dynamic increment factor (DIF) of the bridge and RMS values of dynamic wheel loads are fluctuated according to vehicle speeds and vehicle types as well as roadway roughness conditions. Moreover, there exist strong dominant frequency resemblance between bounce motion of vehicle and bridge response as well as those relations between RMS values of dynamic wheel loads and dynamic increment factor (DIF) of bridges.

Estimation of Ocean Current Velocity near Incheon using Radarsat-1 SAR and HF-radar Data

  • Kang, Moon-Kyung;Lee, Hoon-Yol
    • 대한원격탐사학회지
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    • 제23권5호
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    • pp.421-430
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    • 2007
  • This paper presents the results of the ocean surface current velocity estimation using 6 Radarsat-1 SAR images acquired in west coastal area near Incheon. We extracted the surface velocity from SAR images based on the Doppler shift approach in which the azimuth frequency shift is related to the motion of surface target in the radar direction. The Doppler shift was measured by the difference between the Doppler centroid estimated in the range-compressed, azimuth-frequency domain and the nominal Doppler centroid used during the SAR focusing process. The extracted SAR current velocities were statistically compared with the current velocities from the high frequency(HF) radar in terms of averages, standard deviations, and root mean square errors. The problem of the unreliable nominal Doppler centroid for the estimation of the SAR current velocity was corrected by subtracting the difference of averages between SAR and HF-radar current velocities from the SAR current velocity. The corrected SAR current velocity inherits the average of HF-radar data while maintaining high-resolution nature of the original SAR data.

The dynamic response of the FGM coated half-plane with hysteretic damping under time harmonic loading

  • Xiao-Min Wang;Liao-Liang Ke;Yue-Sheng Wang
    • Structural Engineering and Mechanics
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    • 제87권1호
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    • pp.95-106
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    • 2023
  • This paper investigates the dynamic response of a functionally graded material (FGM) coated half-plane excited by distributed time harmonic loading. Three types of typical distributed surface loads, including uniform load, Hertz load, and square-root singular load, are considered. The mass density and elastic modulus of the FGM coating are supposed to be described by the exponential function. The material damping is modelled by a linearly hysteretic damping which is expressed by a complex modulus in the time harmonic motion. Using Fourier integral transform technique and numerical integral method, the effects of the excitation frequency, gradient index, damping, and load type on the dynamic stresses and displacements are discussed.

정사모자이크 제작을 위한 Agisoft Metashape의 병렬처리 성능 평가 (Assessment of Parallel Computing Performance of Agisoft Metashape for Orthomosaic Generation)

  • 한수희;홍창기
    • 한국측량학회지
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    • 제37권6호
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    • pp.427-434
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    • 2019
  • 본 연구에서는 SfM (Structure from Motion) 기술을 기반으로 항공삼각측량을 수행하고 3차원 포인트 클라우드를 생성하며 정사모자이크를 제작할 수 있는 Agisoft Metashape의 병렬처리 성능을 평가하였다. SfM의 속성상 상호표정에 해당하는 Align photos와 3차원 포인트 클라우드를 생성하는 Build dense cloud가 대부분의 시간을 차지하는데, Metashape에서는 이러한 과정에서 CPU (Central Processing Unit)의 다중코어와 함께 GPU (Graphics Processing Unit)를 이용하여 병렬처리를 수행할 수 있다. 세 가지 병렬처리 방법(CPU only, GPU only, CPU + GPU)과 두 가지 운영체제(Windows, Linux)를 조합하여 총 여섯 가지 조건으로 대용량 무인기 영상으로부터 정사모자이크를 제작하였다. 아울러 사용자의 개입 없이 자동화된 방법으로 영상에서 지상기준점을 인식하여 항공삼각측량의 RMSE (Root Mean Square Error)를 측정함으로써 각 조건에 따른 결과의 일관성을 평가하였다. 4220만 화소의 무인기 영상 521장으로부터 정사모자이크를 제작한 결과, 본 연구에서 사용한 시스템에서는 CPU와 GPU의 조합이 가장 나은 성능을 나타내었고 모든 조건에서 Linux가 Windows보다 나은 성능을 나타내었다. 그러나 항공삼각측량의 RMSE를 측정한 결과, 각 설정에 따른 RMSE 값에서 오차 범위 안에서 미세한 차이가 나타났다. 따라서 Metashape는 운영체제 및 병렬처리 여부에 관계없이 동일한 결과가 도출되도록 개선할 여지가 있는 것으로 판단된다.

부유식 해상 풍력 발전기의 Tower Top 및 Rotor Shaft에 작용하는 동적 하중 계산 (Dynamic Constrained Force of Tower Top and Rotor Shaft of Floating Wind Turbine)

  • 구남국;노명일;이규열
    • 한국전산구조공학회논문집
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    • 제25권5호
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    • pp.455-463
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    • 2012
  • 본 연구에서는 부유식 해상 풍력 발전기의 로터 축과 타워 상단에 작용하는 동적 하중을 계산하였다. 부유식 해상 풍력 발전기는 부유식 플랫폼, 타워, 낫셀, 허브, 그리고 3개의 블레이드로 구성되어 있는 다물체계 시스템이다. 본 연구에서는 이들 모두를 각각 6 자유도를 갖는 강체로 가정하였다. 부유식 해상 풍력 발전기의 타워는 플랫폼에 고정되어 있고, 3개의 블레이드는 허브에 고정되어 있다. 낫셀은 타워의 상부에 회전 관절로 연결되어 있으며, 블레이드와 허브로 구성된 로터는 낫셀과 회전 관절로 연결되어 있다. 본 연구에서 부유식 풍력 발전기의 운동 방정식은 다물체계 동역학을 기반으로 한 운동방정식 구성 방법 중 하나인 recursive formulation을 이용하여 구성하였다. 외력으로는 부유식 플랫폼에 작용하는 비선형 유체 정역학 힘과 선형 유체 동역학적 힘 그리고 계류력을 고려하였고, 블레이드에 작용하는 풍력을 고려하였다. 이와 같이 구성한 운동 방정식을 해를 구하여 풍력 발전기를 구성하고 있는 각 요소들의 각 연결 부위에 작용하고 있는 구속력을 계산하였다. 그 결과, 동적 상태에서 풍력 발전기에 작용하는 하중은 정적 상태에서 풍력 발전기에 작용하는 하중보다 큰 것을 알 수 있으며, 따라서 부유식 풍력 발전기의 구조해석의 입력 값으로서 정적 하중보다 동적 하중을 고려하는 것이 더 엄격한 해석 기준이라고 할 수 있다.