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The Resource Mathematical Models for Suspension Bridges : Nonlinear Structural Instability, by Filippo Gazzola, (electronic resource)

Mathematical Models for Suspension Bridges : Nonlinear Structural Instability, by Filippo Gazzola, (electronic resource)

Creator
Author
Contributor
Summary
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
Language
eng
Work
Publication
Extent
XXI, 259 p. 81 illus., 48 illus. in color.
Contents
  • 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
Isbn
9783319154343
Link
https://eui.idm.oclc.org/login?url=http://dx.doi.org/10.1007/978-3-319-15434-3
Instance
Label
Mathematical Models for Suspension Bridges : Nonlinear Structural Instability
Title
Mathematical Models for Suspension Bridges
Title remainder
Nonlinear Structural Instability
Statement of responsibility
by Filippo Gazzola
Creator
Contributor
Author
Subject
Language
eng
Summary
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
Member of
http://library.link/vocab/creatorName
Gazzola, Filippo
Image bit depth
0
Literary form
non fiction
http://library.link/vocab/relatedWorkOrContributorName
SpringerLink (Online service)
Series statement
MS&A, Modeling, Simulation and Applications,
Series volume
15
http://library.link/vocab/subjectName
  • Mathematics
  • Differential equations
  • Partial differential equations
  • Mathematical models
  • Applied mathematics
  • Engineering mathematics
  • Structural mechanics
Label
Mathematical Models for Suspension Bridges : Nonlinear Structural Instability, by Filippo Gazzola, (electronic resource)
Link
https://eui.idm.oclc.org/login?url=http://dx.doi.org/10.1007/978-3-319-15434-3
Instantiates
Publication
Antecedent source
mixed
Carrier category
online resource
Carrier category code
  • cr
Carrier MARC source
rdacarrier.
Color
not applicable
Content category
text
Content type code
  • txt
Content type MARC source
rdacontent.
Contents
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
Control code
978-3-319-15434-3
Dimensions
unknown
Extent
XXI, 259 p. 81 illus., 48 illus. in color.
File format
multiple file formats
Form of item
electronic
Governing access note
Use of this electronic resource may be governed by a license agreement which restricts use to the European University Institute community. Each user is responsible for limiting use to individual, non-commercial purposes, without systematically downloading, distributing, or retaining substantial portions of information, provided that all copyright and other proprietary notices contained on the materials are retained. The use of software, including scripts, agents, or robots, is generally prohibited and may result in the loss of access to these resources for the entire European University Institute community
Isbn
9783319154343
Level of compression
uncompressed
Media category
computer
Media MARC source
rdamedia.
Media type code
  • c
Other control number
10.1007/978-3-319-15434-3
Other physical details
online resource.
Quality assurance targets
absent
Reformatting quality
access
Specific material designation
remote
System control number
(OCoLC)1086569768
Label
Mathematical Models for Suspension Bridges : Nonlinear Structural Instability, by Filippo Gazzola, (electronic resource)
Link
https://eui.idm.oclc.org/login?url=http://dx.doi.org/10.1007/978-3-319-15434-3
Publication
Antecedent source
mixed
Carrier category
online resource
Carrier category code
  • cr
Carrier MARC source
rdacarrier.
Color
not applicable
Content category
text
Content type code
  • txt
Content type MARC source
rdacontent.
Contents
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
Control code
978-3-319-15434-3
Dimensions
unknown
Extent
XXI, 259 p. 81 illus., 48 illus. in color.
File format
multiple file formats
Form of item
electronic
Governing access note
Use of this electronic resource may be governed by a license agreement which restricts use to the European University Institute community. Each user is responsible for limiting use to individual, non-commercial purposes, without systematically downloading, distributing, or retaining substantial portions of information, provided that all copyright and other proprietary notices contained on the materials are retained. The use of software, including scripts, agents, or robots, is generally prohibited and may result in the loss of access to these resources for the entire European University Institute community
Isbn
9783319154343
Level of compression
uncompressed
Media category
computer
Media MARC source
rdamedia.
Media type code
  • c
Other control number
10.1007/978-3-319-15434-3
Other physical details
online resource.
Quality assurance targets
absent
Reformatting quality
access
Specific material designation
remote
System control number
(OCoLC)1086569768

Subject

Member of

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