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Mathematical models for suspension bridges: nonlinear structural instability

This work provides a detailed and up-to-the-minute survey of the various stability problems that can affect suspension bridges. In order to deduce some experimental data and rules on the behavior of suspension bridges, a number of historical events are first described, in the course of which several...

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Detalles Bibliográficos
Autor principal: Gazzola, Filippo
Lenguaje:eng
Publicado: Springer 2015
Materias:
Acceso en línea:https://dx.doi.org/10.1007/978-3-319-15434-3
http://cds.cern.ch/record/2021036
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author Gazzola, Filippo
author_facet Gazzola, Filippo
author_sort Gazzola, Filippo
collection CERN
description This work provides a detailed and up-to-the-minute survey of the various stability problems that can affect suspension bridges. In order to deduce some experimental data and rules on the behavior of suspension bridges, a number of historical events are first described, in the course of which several questions concerning their stability naturally arise. The book then surveys conventional mathematical models for suspension bridges and suggests new nonlinear alternatives, which can potentially supply answers to some stability questions. New explanations are also provided, based on the nonlinear structural behavior of bridges. All the models and responses presented in the book employ the theory of differential equations and dynamical systems in the broader sense, demonstrating that methods from nonlinear analysis can allow us to determine the thresholds of instability.
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institution Organización Europea para la Investigación Nuclear
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spelling cern-20210362021-04-21T20:16:40Zdoi:10.1007/978-3-319-15434-3http://cds.cern.ch/record/2021036engGazzola, FilippoMathematical models for suspension bridges: nonlinear structural instabilityMathematical Physics and MathematicsThis work provides a detailed and up-to-the-minute survey of the various stability problems that can affect suspension bridges. In order to deduce some experimental data and rules on the behavior of suspension bridges, a number of historical events are first described, in the course of which several questions concerning their stability naturally arise. The book then surveys conventional mathematical models for suspension bridges and suggests new nonlinear alternatives, which can potentially supply answers to some stability questions. New explanations are also provided, based on the nonlinear structural behavior of bridges. All the models and responses presented in the book employ the theory of differential equations and dynamical systems in the broader sense, demonstrating that methods from nonlinear analysis can allow us to determine the thresholds of instability.Springeroai:cds.cern.ch:20210362015
spellingShingle Mathematical Physics and Mathematics
Gazzola, Filippo
Mathematical models for suspension bridges: nonlinear structural instability
title Mathematical models for suspension bridges: nonlinear structural instability
title_full Mathematical models for suspension bridges: nonlinear structural instability
title_fullStr Mathematical models for suspension bridges: nonlinear structural instability
title_full_unstemmed Mathematical models for suspension bridges: nonlinear structural instability
title_short Mathematical models for suspension bridges: nonlinear structural instability
title_sort mathematical models for suspension bridges: nonlinear structural instability
topic Mathematical Physics and Mathematics
url https://dx.doi.org/10.1007/978-3-319-15434-3
http://cds.cern.ch/record/2021036
work_keys_str_mv AT gazzolafilippo mathematicalmodelsforsuspensionbridgesnonlinearstructuralinstability