LEADER 04154nam  22007935  450 
001 9910299760803321
005 20250609112011.0
010   $a3-319-15434-6
024 7 $a10.1007/978-3-319-15434-3
035   $a(CKB)3710000000416782
035   $a(EBL)2120602
035   $a(OCoLC)910513136
035   $a(SSID)ssj0001501593
035   $a(PQKBManifestationID)11879167
035   $a(PQKBTitleCode)TC0001501593
035   $a(PQKBWorkID)11457047
035   $a(PQKB)11045160
035   $a(DE-He213)978-3-319-15434-3
035   $a(MiAaPQ)EBC2120602
035   $a(PPN)186031424
035   $a(MiAaPQ)EBC6241720
035   $a(EXLCZ)993710000000416782
100   $a20150522d2015      u|         0
101 0 $aeng
135   $aur|n|---|||||
181   $ctxt
182   $cc
183   $acr
200 10$aMathematical Models for Suspension Bridges $eNonlinear Structural Instability /$fby Filippo Gazzola
205   $a1st ed. 2015.
210  1$aCham :$cSpringer International Publishing :$cImprint: Springer,$d2015.
215   $a1 online resource (274 p.)
225 1 $aMS&A, Modeling, Simulation and Applications,$x2037-5255 ;$v15
300   $aDescription based upon print version of record.
311 08$a3-319-15433-8 
320   $aIncludes bibliographical references and indexes.
327   $a1 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.
330   $aThis work provides a detailed and up-to-the-minute survey of the various stability problems that can affect suspension bridges. In order to deduce some experimental data and rules on the behavior of suspension bridges, a number of historical events are first described, in the course of which several questions concerning their stability naturally arise. The book then surveys conventional mathematical models for suspension bridges and suggests new nonlinear alternatives, which can potentially supply answers to some stability questions. New explanations are also provided, based on the nonlinear structural behavior of bridges. All the models and responses presented in the book employ the theory of differential equations and dynamical systems in the broader sense, demonstrating that methods from nonlinear analysis can allow us to determine the thresholds of instability.
410  0$aMS&A, Modeling, Simulation and Applications,$x2037-5255 ;$v15
606   $aDifferential equations
606   $aDifferential equations, Partial
606   $aMathematical models
606   $aMechanics
606   $aMechanics, Applied
606   $aApplied mathematics
606   $aEngineering mathematics
606   $aOrdinary Differential Equations$3https://scigraph.springernature.com/ontologies/product-market-codes/M12147
606   $aPartial Differential Equations$3https://scigraph.springernature.com/ontologies/product-market-codes/M12155
606   $aMathematical Modeling and Industrial Mathematics$3https://scigraph.springernature.com/ontologies/product-market-codes/M14068
606   $aSolid Mechanics$3https://scigraph.springernature.com/ontologies/product-market-codes/T15010
606   $aMathematical and Computational Engineering$3https://scigraph.springernature.com/ontologies/product-market-codes/T11006
615  0$aDifferential equations.
615  0$aDifferential equations, Partial.
615  0$aMathematical models.
615  0$aMechanics.
615  0$aMechanics, Applied.
615  0$aApplied mathematics.
615  0$aEngineering mathematics.
615 14$aOrdinary Differential Equations.
615 24$aPartial Differential Equations.
615 24$aMathematical Modeling and Industrial Mathematics.
615 24$aSolid Mechanics.
615 24$aMathematical and Computational Engineering.
676   $a003.3
700   $aGazzola$b Filippo$4aut$4http://id.loc.gov/vocabulary/relators/aut$0477156
906   $aBOOK
912   $a9910299760803321
996   $aMathematical models for suspension bridges$91522578
997   $aUNINA