Pedestrian-structure synchronisation : application to swaying footbridges
暂无分享,去创建一个
[1] Thien-Phu Le. Auscultation dynamique des structures à l'aide de l'analyse continue en ondelettes , 2003 .
[2] J W Smith,et al. DESIGN CRITERIA AND ANALYSIS FOR DYNAMIC LOADING OF FOOTBRIDGES , 1977 .
[3] T P Andriacchi,et al. Walking speed as a basis for normal and abnormal gait measurements. , 1977, Journal of biomechanics.
[4] Stuart Clifford Kerr. Human induced loading on staircases , 1998 .
[5] Nicola Bellomo,et al. ON THE MATHEMATICAL THEORY OF VEHICULAR TRAFFIC FLOW I: FLUID DYNAMIC AND KINETIC MODELLING , 2002 .
[6] Bruno Torrésani,et al. Practical Time-Frequency Analysis , 1998 .
[7] J E Wheeler. Pedestrian induced vibrations in footbridges , 1980 .
[8] Jürgen Kurths,et al. Synchronization - A Universal Concept in Nonlinear Sciences , 2001, Cambridge Nonlinear Science Series.
[9] P. Siarry,et al. La méthode du recuit simulé: théorie et applications , 1995 .
[10] E. Tadmor,et al. New High-Resolution Central Schemes for Nonlinear Conservation Laws and Convection—Diffusion Equations , 2000 .
[11] Paul Reynolds,et al. Probability-based prediction of multi-mode vibration response to walking excitation , 2007 .
[12] F. W. Galbraith,et al. Ground Loading from Footsteps , 1970 .
[13] T. Le,et al. Continuous wavelet transform for modal identification using free decay response , 2004 .
[14] L. G. Jaeger,et al. Dynamics of structures , 1990 .
[15] A. Hamam,et al. Measuring and Modeling Dynamic Loads Imposed by Moving Crowds , 1996 .
[16] Rod Cross,et al. Standing, walking, running, and jumping on a force plate , 1999 .
[17] A. Belli,et al. A treadmill ergometer for three-dimensional ground reaction forces measurement during walking. , 2001, Journal of biomechanics.
[18] Tianjian Ji,et al. On the loads produced by crowds jumping on floors , 2002 .
[19] Michael Willford,et al. Improved methodologies for the prediction of footfall-induced vibration , 2005, SPIE Optics + Photonics.
[20] David J. Muraki. A Simple Illustration of a Weak Spectral Cascade , 2007, SIAM J. Appl. Math..
[21] C. Barker. Some observations on the nature of the mechanism that drives the self-excited lateral response of footbridges , 2002 .
[22] S-I Nakamura. FIELD MEASUREMENTS OF LATERAL VIBRATION ON A PEDESTRIAN SUSPENSION BRIDGE , 2003 .
[23] C. Ventura,et al. MODAL ANALYSIS OF NON-CLASSICALLY DAMPED LINEAR SYSTEMS , 1986 .
[24] Daniel M. Abrams,et al. Two Coupled Oscillator Models: The Millennium Bridge and The Chimera State , 2006 .
[25] Yozo Fujino,et al. Synchronization of human walking observed during lateral vibration of a congested pedestrian bridge , 1993 .
[26] A. Ebrahimpour,et al. Measuring Coherency of Human-Induced Rhythmic Loads Using Force Plates , 1996 .
[27] James M. W. Brownjohn,et al. Modeling and simulation of human-floor system under vertical vibration , 2001, SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring.
[28] T. M. Roberts,et al. Lateral Pedestrian Excitation of Footbridges , 2005 .
[29] A. Ebrahimpour,et al. Design Live Loads for Coherent Crowd Harmonic Movements , 1992 .
[30] Edward Ott,et al. Theoretical mechanics: Crowd synchrony on the Millennium Bridge , 2005, Nature.
[31] David Newland,et al. Pedestrian excitation of bridges , 2004 .
[32] Book Review: What Happens When You Walk Upstairs, The Forces Applied to the Floor by the Foot in Walking , 1967 .
[33] Francesco Ricciardelli,et al. Experimental evaluation of the dynamic lateral loading of footbridges by walking pedestrians , 2005 .
[34] L Fryba,et al. VIBRATION OF SOLIDS AND STRUCTURES UNDER MOVING LOADS (3RD EDITION) , 1999 .
[35] Masahiro Yoneda,et al. A simplified method to evaluate pedestrian-induced Maximum response of cable-supported pedestrian bridges , 2002 .
[36] Roger L. Hughes,et al. A continuum theory for the flow of pedestrians , 2002 .
[37] Edward Ott,et al. Modeling walker synchronization on the Millennium Bridge. , 2007, Physical review. E, Statistical, nonlinear, and soft matter physics.
[38] Piotr Omenzetter,et al. A spectral density approach for modelling continuous vertical forces on pedestrian structures due to walking , 2004 .
[39] Per-Erik Eriksson. Vibration of Low-Frequency Floors - Dynamic Forces and Response Prediction , 1994 .
[40] G P Tilly,et al. DYNAMIC BEHAVIOUR OF FOOTBRIDGES , 1984 .
[41] R. Spigler,et al. The Kuramoto model: A simple paradigm for synchronization phenomena , 2005 .
[42] Aleksandar Pavic,et al. Statistical characterisation of parameters defining human walking as observed on an indoor passerelle , 2007 .
[43] Christopher Y. Tuan,et al. Loads Due to Human Movements , 1985 .
[44] Paul Reynolds,et al. Vibration serviceability of footbridges under human-induced excitation : a literature review , 2005 .
[45] G. Cavagna,et al. Mechanics of walking. , 1965, Journal of applied physiology.
[46] Roger Pinnington,et al. Vibration testing, theory and practice , 1998 .
[47] The Burger’s Equation , 1989 .
[48] Pierre Argoul,et al. Modal identification of linear non-proportionally damped systems by wavelet transform , 2007 .
[49] Hugo Bachmann,et al. Vibration Problems in Structures: Practical Guidelines , 1994 .
[50] Pierre Argoul,et al. Modeling the lateral pedestrian force on a rigid floor by a self-sustained oscillator , 2010 .
[51] J. H. Rainer. Vibrations in structures induced by man and machine , 1988 .
[52] Yasuo Kajikawa,et al. ERGONOMIC EVALUATION METHODS FOR BRIDGE VIBRATIONS , 1974 .
[53] G. Dinmore. Dynamic wave behavior through dense media of varied dynamic stiffness , 2002 .