162,647 research outputs found

    Wagg, J.

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    'Kill a kid and get a house': rationality versus retribution in the case of Robert Thompson and Jon Venables, 1993-2001.

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    From Thatcher’s Grandchildren? Politics and Childhood in the Twenty-First Century, Stephen Wagg and Jane Pilcher (eds), Palgrave 2014, pp. 1-26

    Local and Global Models for Articulated Motion Analysis

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    Vision is likely the most important of the senses employed by humans in understanding their environment, but computer systems are still sorely lacking in this respect. The number of potential applications for visually capable computer systems is huge; this thesis focuses on the field of motion capture, in particular dealing with the problems encountered when analysing the motion of articulated or jointed targets, such as people. Joint articulation greatly increases the complexity of a target object, and increases the incidence of self-occlusion (one body part obscuring another). These problems are compounded in typical outdoor scenes by the clutter and noise generated by other objects. This thesis presents a model-based approach to automated extraction of walking people from video data, under indoor and outdoor capture conditions. Local and global modelling strategies are employed in an iterative process, similar to the Generalised Expectation-Maximisation algorithm. Prior knowledge of human shape, gait motion and self-occlusion is used to guide this extraction process. The extracted shape and motion information is applied to construct a gait signature, sufficient for recognition purposes. Results are presented demonstrating the success of this approach on the Southampton Gait Database, comprising 4820 sequences from 115 subjects. A recognition rate of 98.6% is achieved on clean indoor data, comparing favourably with other published approaches. This recognition rate is reduced to 87.1% under the more difficult outdoor capture conditions. Additional analyses are presented examining the discriminative potential of model features. It is shown that the majority of discriminative potential is contained within body shape features and gait frequency, although motion dynamics also make a significant contribution

    Supporting brace sizing in structures with added linear viscous fluid dampers: A filter design solution

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    Viscous fluid dampers have proved to be effective in suppressing unwanted vibrations in a range of engineering structures. When dampers are fitted in a structure, a brace is typically used to attach them to the main structure. The stiffness of this brace can significantly alter the effectiveness of the damper, and in structures with multiple dampers, this can be a complex scenario to model. In this paper, we demonstrate that the effects of the brace compliance on the damper performance can be modelled by way of a first-order filter. We use this result to formulate a procedure that calculates the stiffness required by the supporting brace to provide a specified effectiveness of the damping action. The proposed procedure assumes that viscous dampers have been sized in a previous design step based on any optimal methodology in which, as is usually the case, the presence of supporting braces and their dynamic effects were neglected. Firstly considering a one degree-of-freedom system, we show that the proposed method ensures a desired level of damper efficiency for all frequencies within a selected bandwidth. Then the analysis is extended to the case of multi-degree-of-freedom systems to show that the design criteria can be applied in a straightforward and successful manner to more complex structures

    Bifurcations of backbone curves for systems of coupled nonlinear two mass oscillator

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    This paper considers the dynamic response of coupled, forced and lightly damped nonlinear oscillators with two degree-of-freedom. For these systems, backbone curves define the resonant peaks in the frequency-displacement plane and give valuable information on the prediction of the frequency response of the system. Previously, it has been shown that bifurcations can occur in the backbone curves. In this paper, we present an analytical method enabling the identification of the conditions under which such bifurcations occur. The method, based on second-order nonlinear normal forms, is also able to provide information on the nature of the bifurcations and how they affect the characteristics of the response. This approach is applied to a two-degree-of-freedom mass, spring, damper system with cubic hardening springs. We use the second-order normal form method to transform the system coordinates and identify which parameter values will lead to resonant interactions and bifurcations of the backbone curves. Furthermore, the relationship between the backbone curves and the complex dynamics of the forced system is shown.</p

    Automated Markerless Extraction of Walking People Using Deformable Contour Models

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    We develop a new automated markerless motion capture system for the analysis of walking people. We employ global evidence gathering techniques guided by biomechanical analysis to robustly extract articulated motion. This forms a basis for new deformable contour models, using local image cues to capture shape and motion at a more detailed level. We extend the greedy snake formulation to include temporal constraints and occlusion modelling, increasing the capability of this technique when dealing with cluttered and self-occluding extraction targets. This approach is evaluated on a large database of indoor and outdoor video data, demonstrating fast and autonomous motion capture for walking people

    [Report to Chief J. E. Curry, by an unknown author #1]

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    Report to Chief J. E. Curry, by an unknown author. The report contains a list of officers who gave depositions to the United States Attorney

    [Report to Chief J. E. Curry, by an unknown author #2]

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    Report to Chief J. E. Curry, by an unknown author. The report contains a list of officers who gave depositions to the United States Attorney

    A noniterative design procedure for supplemental brace–damper systems in single-degree-of-freedom systems

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    In this paper, a method for designing supplemental brace–damper systems in single-degree-of-freedom (SDOF) structures is presented. We include the effects of the supporting brace stiffness in the dynamic response by using a viscoelastic Maxwell model. On the basis of the study of an SDOF under ground excitation, we propose a noniterative design procedure for simultaneously specifying both the damper and the brace while assuring a desired structural performance. It is shown that to increase the damper size beyond the value delivered by the proposed criteria will not provide any improvement but actually worsen the structural response. The design method presented here shows excellent agreement with the FEMA 273 design approach but offers solutions closer to optimality

    Sieber etal, Control-based continuation of unstable periodic orbits, ASME 2011

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    <p>J. Sieber, B. Krauskopf, D. Wagg, S. Neild, A. Gonzalez-Buelga, Control-based continuation of unstable periodic orbits.<br>ASME Journal of Computational and Nonlinear Dynamics 6(1) 011005, 2011.</p> <p> </p
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