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Titlebook: Mathematical Models for Suspension Bridges; Nonlinear Structural Filippo Gazzola Book 2015 Springer International Publishing Switzerland 20

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书目名称Mathematical Models for Suspension Bridges
副标题Nonlinear Structural
编辑Filippo Gazzola
视频video
概述Emphasizes the role of the nonlinearities in modeling and in creating internal resonances.Offers a unique update of the mathematical theories of suspension bridges.Provides a detailed and up-to-the-mi
丛书名称MS&A
图书封面Titlebook: Mathematical Models for Suspension Bridges; Nonlinear Structural Filippo Gazzola Book 2015 Springer International Publishing Switzerland 20
描述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.
出版日期Book 2015
关键词Dynamical systems; Instability and chaos; Nonlinear elasticity; Ordinary Differenatial Equations; Partia
版次1
doihttps://doi.org/10.1007/978-3-319-15434-3
isbn_softcover978-3-319-36857-3
isbn_ebook978-3-319-15434-3Series ISSN 2037-5255 Series E-ISSN 2037-5263
issn_series 2037-5255
copyrightSpringer International Publishing Switzerland 2015
The information of publication is updating

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A Fish-Bone Beam Model, However, modeling the roadway of a suspension bridge as a beam prevents to highlight the most dangerous oscillations in bridges, the torsional oscillations which are considered responsible for the TNB collapse. If one wishes to give an answer to question . raised in Sect. ., the bridge cannot be seen as a simple one dimensional beam.
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https://doi.org/10.1007/978-3-319-15434-3Dynamical systems; Instability and chaos; Nonlinear elasticity; Ordinary Differenatial Equations; Partia
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2037-5255 s of suspension bridges.Provides a detailed and up-to-the-miThis 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 historica
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