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Mathematical models for suspension b...

Gazzola, Filippo.

Mathematical models for suspension bridges[electronic resource] :nonlinear structural instability /

紀錄類型:	書目-電子資源 : Monograph/item
杜威分類號:	624.23015118
書名/作者:	Mathematical models for suspension bridges : nonlinear structural instability // by Filippo Gazzola.
作者:	Gazzola, Filippo.
出版者:	Cham : : Springer International Publishing :, 2015.
面頁冊數:	xxi, 259 p. : : ill., digital ;; 24 cm.
Contained By:	Springer eBooks
標題:	Suspension bridges - Mathematical models.
標題:	Mathematics.
標題:	Ordinary Differential Equations.
標題:	Partial Differential Equations.
標題:	Mathematical Modeling and Industrial Mathematics.
標題:	Structural Mechanics.
標題:	Appl.Mathematics/Computational Methods of Engineering.
ISBN:	9783319154343 (electronic bk.)
ISBN:	9783319154336 (paper)
內容註:	1 Book overview -- 2 Brief history of suspension bridges -- 3 One dimensional models -- 4 A fish-bone beam model -- 5 Models with interacting oscillators -- 6 Plate models -- 7 Conclusions.
摘要、提要註:	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.
電子資源:	http://dx.doi.org/10.1007/978-3-319-15434-3

Mathematical models for suspension bridges[electronic resource] :nonlinear structural instability /
Gazzola, Filippo.

Mathematical models for suspension bridgesnonlinear structural instability /[electronic resource] :by Filippo Gazzola. - Cham :Springer International Publishing :2015. - xxi, 259 p. :ill., digital ;24 cm. - MS&A,v.152037-5255 ;. - MS&A ;v.11..

1 Book overview -- 2 Brief history of suspension bridges -- 3 One dimensional models -- 4 A fish-bone beam model -- 5 Models with interacting oscillators -- 6 Plate models -- 7 Conclusions.

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.

ISBN: 9783319154343 (electronic bk.)

Standard No.: 10.1007/978-3-319-15434-3doiSubjects--Topical Terms:

626557
Suspension bridges
--Mathematical models.

LC Class. No.: TG400

Dewey Class. No.: 624.23015118

Mathematical models for suspension bridges[electronic resource] :nonlinear structural instability /
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505 0 $a 1 Book overview -- 2 Brief history of suspension bridges -- 3 One dimensional models -- 4 A fish-bone beam model -- 5 Models with interacting oscillators -- 6 Plate models -- 7 Conclusions.
520 $a 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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