• 제목/요약/키워드: force-based

검색결과 6,423건 처리시간 0.038초

Anslysis of tool grip tasks using a glove-based hand posture measurement system

  • Yun, Myung Hwan;Freivalds, Andris;Lee, Myun W.
    • 대한인간공학회지
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    • 제14권1호
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    • pp.69-81
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    • 1995
  • Few studies on the biomechanical analysis of hand postures and tool handling tasks exist because of the lack of appropriate measurement techniques for hand force. A measurement system for the finger forces and joint angles for the analysis of manual tool handling tasks was developed in this study. The measurement system consists of a force sensing glove made from twelve Force Sensitive Resistors and an angle-measuring glove (Cyberglove$^{TM}$, Virtual technologies) with eighteem joint angle sensors. A biomechanical model of the hand using the data from the measurement system was also developed. Systems of computerized procedures were implemented inte- grating the hand posture measurement system, biomechanical analysis system, and the task analysis system for manual tool handling tasks. The measurement system was useful in providing the hand force data needed for an existing task analysis system used in CTD risk evaluation. It is expected that the hand posture measurement developed in this study will provide an efficient and cost-effective solution to task analysis of manual tool handling tasks.s.

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Longitudinal reaction on conductors due to tornado wind load

  • Dingyu Yao;Ashraf El Damatty
    • Wind and Structures
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    • 제38권4호
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    • pp.325-339
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    • 2024
  • The longitudinal force resulting from tornado loads on transmission line is considered a crucial factor contributing to the failure of transmission line structures during tornado events. Accurate estimation of this longitudinal force poses a challenge for structural designers. Therefore, the objective of this paper is to provide a set of charts that can be easily used to estimate the peak longitudinal forces transferred from the conductors to a tower. The critical wind field and corresponding configuration considered in this paper are previously studied and determined. The charts should account for all the conductor parameters that can affect the value of the longitudinal force. In order to achieve that, a parametric study is first conducted to assess the variation of the longitudinal forces with different conductor parameters, based on the critical tornado configuration. Results of this parametric study are used to develop the charts that can be used to calculate longitudinal forces by adopting a multi-variable line regression. The forces calculated from charts are validated by finite element analysis. An example for the usage of the charts is provided at the end of this paper.

Analysis of composite frame structures with mixed elements - state of the art

  • Ayoub, Ashraf
    • Structural Engineering and Mechanics
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    • 제41권2호
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    • pp.157-181
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    • 2012
  • The paper presents a review of the application of the newly proposed mixed finite element model for seismic simulation of different types of composite frame structures. To evaluate the performance of the element, a comparison with displacement-based and force-based models is conducted. The study revealed that the mixed model is superior to the others in terms of both speed of convergence and numerical stability, and is therefore considered the most practical approach for modeling of composite structures. In this model, the element is derived using independent force and displacement shape functions. The nonlinear response of the frame element is based on the section discretization into fibers with uniaxial material models. The interfacial behavior is modeled using an inelastic interface element. Numerical examples to clarify the advantages of the model are presented for the following structural applications: anchored reinforcing bar problems, composite steel-concrete girders with deformable shear connectors, beam on elastic foundation elements, R/C girders strengthened with FRP sheets, R/C beam-columns with bond-slip, and prestressed concrete girders. These studies confirmed that the model represents a major advancement over existing elements in simulating the inelastic behavior of composite structures.

미지 물체의 구속상태에 관한 실시간 추정방법 (Estimation Method for Kinematic Constraint of Unknown Object by Active Sensing)

  • 황창순
    • 대한기계학회논문집A
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    • 제29권2호
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    • pp.188-200
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    • 2005
  • Control of a multi-fingered robotic hand is usually based on the theoretical analysis for kinematics and dynamics of fingers and of object. However, the implementation of such analyses to robotic hands is difficult because of errors and uncertainties in the real situations. This article presents the control method for estimating the kinematic constraint of an unknown object by active sensing. The experimental system has a two-fingered robotic hand suspended vertically for manipulation in the vertical plane. The fingers with three degrees-of-freedom are driven by wires directly connected to voice-coil motors without reduction gears. The fingers are equipped with three-axis force sensors and with dynamic tactile sensors that detect slippage between the fingertip surfaces and the object. In order to make an accurate estimation for the kinematic constraint of the unknown object, i.e. the constraint direction and the constraint center, four kinds of the active sensing and feedback control algorithm were developed: two position-based algorithms and two force-based algorithms. Furthermore, the compound and effective algorithm was also developed by combining two algorithms. Force sensors are mainly used to adapt errors and uncertainties encountered during the constraint estimation. Several experimental results involving the motion of lifting a finger off an unknown object are presented.

Magnetic Force-based Immunochip using Superparamagnetic Nanoparticles

  • Park, Je-Kyun;Kim, Kyu-Sung
    • 한국생물공학회:학술대회논문집
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    • 한국생물공학회 2005년도 생물공학의 동향(XVI)
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    • pp.19-19
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    • 2005
  • This paper reports a novel magnetic force-based microfluidic immunoassay using microbeads and magnetic nanoparticles. The magnetic force-based immunoassay was devised first and successfully applied to detect the rabbit IgG as the model analyte of microfluidic sandwich immunoassay. The microchannels were fabricated by poly(dimethysiloxane) (PDMS) molding processes and bonded on a slide glass by plasma treatment. At the part of the inlet, sample solution was hydrodynamically focused. The focused microbeads of sample solution were flowed through the 150 ${\mu}m$ width channel of outlet. However, when the microbeads are conjugated with the superparamagnetic nanoparticles under the applied magnetic fields, they will switch their flow path and flow through the 95 ${\mu}m$ width channel of outlet. The movements of microbeads conjugated with magnetic nanoparticles were demonstrated by magnetic field $gradients.^{1)}$ High magnetic field gradients using micro electromagnets could be applied to this detection method for high sensitivity and lower detection limit. In addition, the multiplexed $immunoassay^{2)}$ using an encoded microbead which is immobilized with a certain antibody could be possible using this detection principle.

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변형률 감지기를 이용한 복합재료 지능구조물의 변형형상예측 (Shape estimation of the composite smart structure using strain sensors)

  • 윤영복;조영수;이동건;황운봉;하성규
    • 대한기계학회논문집A
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    • 제22권1호
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    • pp.23-32
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    • 1998
  • A shape estimation is needed to control actively a smart structure. A method is, hence, proposed to predict the deformed shape of the structure subjected to unknown external load using the signal from sensors attached to the structure. The shape estimation is based on the relationship between the deformation of the structure and the signal from the sensors. The matrix containing the relationship between the deformation and signal is obtained using fictitious force or eigenvector of global stiffness matrix. Then the deformed shape can be predicted using the linear matrix and signal from sensors attached to the structure. To verify this method, experiment and FEM were performed and it was shown that the shape estimation method based on the fictitious force predicts deflections well and more accurately than that based on eigenvector.

볼 기반의 모바일 햅틱 인터페이스 디자인 (Design of Ball-based Mobile Haptic Interface)

  • 최민우;김정현
    • 한국HCI학회:학술대회논문집
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    • 한국HCI학회 2009년도 학술대회
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    • pp.122-128
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    • 2009
  • 이 논문에서는 모바일 환경에서 촉각적 사용자 체험 (User Experience)을 향상 시킬 수 있도록 디자인된 새로운 방식의 핸드헬드 볼 기반의 햅틱 인터페이스 "TouchBall" 을 소개하고 그 성능을 평가한다. 작은 모바일 디바이스(모바일 폰, PDA, PMP 등)에 적당하도록 볼 기반의 기계적 메커니즘을 사용하여 작은 회전력으로도 높은 감도의 다양한 촉감을 손에 전달할 수 있도록 구성되어 있다. 제안하는 인터페이스를 적용한 프로토타입 버전을 구현하였고, 정신물리학적 실험을 통해 사람의 감각 인식의 가장 기본적인 척도가 되는 감지 역치를 측정하였다. 그리고 구현 가능한 다양한 촉각 패턴들의 인식강도를 절대적 강도추정 방법으로 측정하여 정확도와 인식강도를 알아보고 그 응용 가능성을 찾아보았다.

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허니암호의 메시지 복구보안 기능을 위한 암호패딩 문제점 분석 (The Analysis of Cipher Padding Problem for Message Recovery Security Function of Honey Encryption)

  • 지창환;윤지원
    • 정보과학회 논문지
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    • 제44권6호
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    • pp.637-642
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    • 2017
  • 허니암호(HE:Honey Encryption)는 기존의 패스워드 기반 암호(PBE:Password Based Encryption)의 무차별 대입 공격(Brute Force Attack)에 대한 취약점을 극복하기 위한 기술이다. 잘못된 키를 입력해도 그럴듯한 평문을 출력함으로써 공격자가 엔트로피가 작은 비밀키를 대상으로 무차별 대입공격을 시도하더라도 충분히 견딜 수 있는 메시지 복구 보안성을 제공한다. 하지만 HE에 암호화 패딩(Padding)이 필요한 암호(Cipher)를 적용하면 기존의 PBE방식보다 큰 문제점이 나타나게 된다. 본 논문에서는 대표적인 블록암호(AES-128) 및 스트림암호(A5/1)를 적용하여 복호문 빈도분석 실험을 통해 패딩의 문제점을 확인하고, HE의 안전한 운용 방안을 제시하였다.

진동기반 구조식별을 통한 프리스트레스트 콘크리트 거더의 긴장력 손실 검색 기법 (Prestress-Loss Monitoring Technique for Prestressd Concrete Girders using Vibration-based System Identification)

  • 호득유이;홍동수;김정태
    • 한국해양공학회지
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    • 제24권1호
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    • pp.123-132
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    • 2010
  • This paper presents a prestress-loss monitoring technique for prestressed concrete (PSC) girder structures that uses a vibration-based system identification method. First, the theoretical backgrounds of the prestress-loss monitoring technique and the system identification technique are presented. Second, vibration tests are performed on a lab-scaled PSC girder for which the modal parameter was measured for several prestress-force cases. A numerical modal analysis is performed by using an initial finite element (FE) model from the geometric, material, and boundary conditions of the lab-scaled PSC girder. Third, a vibration-based system identification is performed to update the FE model by identifying structural parameters since the natural frequency of the FE model became identical to the experimental results. Finally, the feasibility of the prestress-loss monitoring technique is evaluated for the PSC girder model by using the experimentally measured natural frequency and numerically identified natural frequency for several prestress-force cases.

Time delay study for semi-active control of coupled adjacent structures using MR damper

  • Katebi, Javad;Zadeh, Samira Mohammady
    • Structural Engineering and Mechanics
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    • 제58권6호
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    • pp.1127-1143
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    • 2016
  • The pounding phenomenon in adjacent structures happens in severing earthquakes that can cause great damages. Connecting neighboring structures with active and semi-active control devices is an effective method to avoid mutual colliding between neighboring buildings. One of the most important issues in control systems is applying online control force. There will be a time delay if the prose of producing control force does not perform on time. This paper proposed a time-delay compensation method in coupled structures control, with semi-active Magnetorheological (MR) damper. This method based on Newmark's integration is adopted to mitigate the time-delay effect. In this study, Lyapunov's direct approach is employed to compute demanded voltage for MR dampers. Using Lyapunov's direct algorithm guarantees the system stability to design a controller based on feedback. Because of the strong nonlinearity of MR dampers, the equation of motion of coupled structures becomes an involved equation, and it is impossible to solve it with the common time step methods. In present paper modified Newmark-Beta integration based on the instantaneous optimal control algorithm, used to solve the involved equation. In this method, the response of a coupled system estimated base on optimal control force. Two MDOF structures with different degrees of freedom are finally considered as a numeric example. The numerical results show, the Newmark compensation is an efficient method to decrease the negative effect of time delay in coupled systems; furthermore, instantaneous optimal control algorithm can estimate the response of structures suitable.