Seismic design aids for nonlinear pushover analysis of reinforced concrete and steel bridges / Jeffrey Ger 

Public ISBD Titre : Seismic design aids for nonlinear pushover analysis of reinforced concrete and steel bridges Type de document : texte imprimé Auteurs : Jeffrey Ger ; Franklin Y. Cheng, Auteur Editeur : Boca Raton : CRC Press Année de publication : 2012 Collection : Advances in earthquake engineering Importance : 376 p. Présentation : ill. Format : 24 cm ISBN/ISSN/EAN : 978-1-4398-3763-4 Note générale : Bibliogr. p. 367-370. Index. Langues : Anglais (eng) Mots-clés : Ponts en béton;Ponts métalliques;Construction, Technique de la;Génie parasismique;Concrete bridges;Iron and steel bridges;Structural engineering;Reinforced concrete;Lateral loads;Nonlinear Pushover analysis Résumé : Contents : Chapter 1: Overview of Seismic Design of Highway Bridges in the United States - Chapter 2: Pushover Analysis Applications - Chapter 3: Nonlinear Pushover Analysis Procedure - Chapter 4: Nonlinear Bending Stiffness Matrix Formulations - Chapter 5: Analytical Formulation for Structures - Chapter 6: Input Data for INSTRUCT Program - Chapter 7: Numerical Examples - Appendix A: Stiffness Matrix Formulation for Bilinear PM Method - Appendix B: Stiffness Matrix Formulation for Finite Segment - Appendix C: Unbalanced Forces of a Finite Segment - Appendix D: Nonlinear Incremental Solution Algorithms - Appendix E: Plastic Curvature Capacities and Neutral Axis Depth in Columns - Appendix F: Elastic and Inelastic Time History Analysis - Appendix G: Elastic and Inelastic Response Spectra - Appendix H: Response Spectrum Analysis of Multiple-dof System - Appendix I: Polynomial Curve Fitting - Appendix J: Plate Element Stiffness Matrix - References. Seismic design aids for nonlinear pushover analysis of reinforced concrete and steel bridges [texte imprimé] / Jeffrey Ger ; Franklin Y. Cheng, Auteur . - Boca Raton : CRC Press, 2012 . - 376 p. : ill. ; 24 cm. - (Advances in earthquake engineering) . ISBN : 978-1-4398-3763-4 Bibliogr. p. 367-370. Index. Langues : Anglais (eng) Mots-clés : Ponts en béton;Ponts métalliques;Construction, Technique de la;Génie parasismique;Concrete bridges;Iron and steel bridges;Structural engineering;Reinforced concrete;Lateral loads;Nonlinear Pushover analysis Résumé : Contents : Chapter 1: Overview of Seismic Design of Highway Bridges in the United States - Chapter 2: Pushover Analysis Applications - Chapter 3: Nonlinear Pushover Analysis Procedure - Chapter 4: Nonlinear Bending Stiffness Matrix Formulations - Chapter 5: Analytical Formulation for Structures - Chapter 6: Input Data for INSTRUCT Program - Chapter 7: Numerical Examples - Appendix A: Stiffness Matrix Formulation for Bilinear PM Method - Appendix B: Stiffness Matrix Formulation for Finite Segment - Appendix C: Unbalanced Forces of a Finite Segment - Appendix D: Nonlinear Incremental Solution Algorithms - Appendix E: Plastic Curvature Capacities and Neutral Axis Depth in Columns - Appendix F: Elastic and Inelastic Time History Analysis - Appendix G: Elastic and Inelastic Response Spectra - Appendix H: Response Spectrum Analysis of Multiple-dof System - Appendix I: Polynomial Curve Fitting - Appendix J: Plate Element Stiffness Matrix - References.

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Seismic design aids for nonlinear pushover analysis of reinforced concrete and steel bridges / Jeffrey Ger 

Public ISBD Titre : Seismic design aids for nonlinear pushover analysis of reinforced concrete and steel bridges Type de document : texte imprimé Auteurs : Jeffrey Ger ; Franklin Y. Cheng, Auteur Editeur : Boca Raton : CRC Press Année de publication : 2012 Collection : Advances in earthquake engineering Importance : 376 p. Présentation : ill. Format : 24 cm ISBN/ISSN/EAN : 978-1-4398-3763-4 Note générale : Bibliogr. p. 367-370. Index. Langues : Anglais (eng) Mots-clés : Ponts en béton;Ponts métalliques;Construction, Technique de la;Génie parasismique;Pushover;Béton armé;Charges latérales;Concrete bridges;Iron and steel bridges;Structural engineering;Earthquake Engineering;Pushover analysis;Reinforced concrete;Lateral loads Résumé : Nonlinear static monotonic (pushover) analysis has become a common practice for performance-based seismic bridge design. The popularity of pushover analysis is due to its ability to identify the failure modes and the design limit states of bridge piers and provide the progressive collapse sequence of damaged bridges when subjected to major earthquakes. Covering the simplest to the most sophisticated methods, this book includes step-by-step procedures for pushover analysis. The authors also provide a computer program, called INSTRUCT, that allows readers to perform their own analyses. Seismic design aids for nonlinear pushover analysis of reinforced concrete and steel bridges [texte imprimé] / Jeffrey Ger ; Franklin Y. Cheng, Auteur . - Boca Raton : CRC Press, 2012 . - 376 p. : ill. ; 24 cm. - (Advances in earthquake engineering) . ISBN : 978-1-4398-3763-4 Bibliogr. p. 367-370. Index. Langues : Anglais (eng) Mots-clés : Ponts en béton;Ponts métalliques;Construction, Technique de la;Génie parasismique;Pushover;Béton armé;Charges latérales;Concrete bridges;Iron and steel bridges;Structural engineering;Earthquake Engineering;Pushover analysis;Reinforced concrete;Lateral loads Résumé : Nonlinear static monotonic (pushover) analysis has become a common practice for performance-based seismic bridge design. The popularity of pushover analysis is due to its ability to identify the failure modes and the design limit states of bridge piers and provide the progressive collapse sequence of damaged bridges when subjected to major earthquakes. Covering the simplest to the most sophisticated methods, this book includes step-by-step procedures for pushover analysis. The authors also provide a computer program, called INSTRUCT, that allows readers to perform their own analyses.

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Seismic design aids for nonlinear pushover analysis of reinforced concrete and steel bridges / Jeffrey Ger 

Public ISBD Titre : Seismic design aids for nonlinear pushover analysis of reinforced concrete and steel bridges Type de document : texte imprimé Auteurs : Jeffrey Ger ; Franklin Y. Cheng, Auteur Editeur : Boca Raton : CRC Press Année de publication : 2012 Collection : Advances in earthquake engineering Importance : 376 p. Présentation : ill. Format : 24 cm ISBN/ISSN/EAN : 978-1-4398-3763-4 Note générale : Bibliogr. p. 367-370. Index. Langues : Anglais (eng) Mots-clés : Ponts en béton;Ponts métalliques;Construction, Technique de la;Génie parasismique;Concrete bridges;Iron and steel bridges;Structural engineering;Reinforced concrete;Lateral loads Résumé : Nonlinear static monotonic (pushover) analysis has become a common practice for performance-based seismic bridge design. The popularity of pushover analysis is due to its ability to identify the failure modes and the design limit states of bridge piers and provide the progressive collapse sequence of damaged bridges when subjected to major earthquakes. Covering the simplest to the most sophisticated methods, this book includes step-by-step procedures for pushover analysis. The authors also provide a computer program, called INSTRUCT, that allows readers to perform their own analyses. Seismic design aids for nonlinear pushover analysis of reinforced concrete and steel bridges [texte imprimé] / Jeffrey Ger ; Franklin Y. Cheng, Auteur . - Boca Raton : CRC Press, 2012 . - 376 p. : ill. ; 24 cm. - (Advances in earthquake engineering) . ISBN : 978-1-4398-3763-4 Bibliogr. p. 367-370. Index. Langues : Anglais (eng) Mots-clés : Ponts en béton;Ponts métalliques;Construction, Technique de la;Génie parasismique;Concrete bridges;Iron and steel bridges;Structural engineering;Reinforced concrete;Lateral loads Résumé : Nonlinear static monotonic (pushover) analysis has become a common practice for performance-based seismic bridge design. The popularity of pushover analysis is due to its ability to identify the failure modes and the design limit states of bridge piers and provide the progressive collapse sequence of damaged bridges when subjected to major earthquakes. Covering the simplest to the most sophisticated methods, this book includes step-by-step procedures for pushover analysis. The authors also provide a computer program, called INSTRUCT, that allows readers to perform their own analyses.

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Structural damping / Zach Liang ; George C. Lee ; Gary F. Dargush ; Jianwei Song 

Public ISBD Titre : Structural damping : applications in seismic response modification Type de document : texte imprimé Auteurs : Zach Liang ; George C. Lee ; Gary F. Dargush ; Jianwei Song, Auteur Editeur : Boca Raton : CRC Press Année de publication : 2012 Collection : Advances in earthquake engineering Importance : 557 p. Format : 26 cm ISBN/ISSN/EAN : 978-1-4398-1582-3 Note générale : Bibliogr. en fin de chapitres. Index. Langues : Anglais (eng) Mots-clés : Génie parasismique;Conception parasismique;Amortissement (Mécanique);Earthquake Engineering;Earthquake resistant design;Damping (Mechanics) Résumé : Describes important principles for dealing with the damping of structures to aid in the analysis and design of supplemental damping to mitigate seismic effects. This text also examines limitations and the problem of damping and stiffness nonlinearity, which may not be approximated with sufficient accuracy using the simplified approaches. Structural damping : applications in seismic response modification [texte imprimé] / Zach Liang ; George C. Lee ; Gary F. Dargush ; Jianwei Song, Auteur . - Boca Raton : CRC Press, 2012 . - 557 p. ; 26 cm. - (Advances in earthquake engineering) . ISBN : 978-1-4398-1582-3 Bibliogr. en fin de chapitres. Index. Langues : Anglais (eng) Mots-clés : Génie parasismique;Conception parasismique;Amortissement (Mécanique);Earthquake Engineering;Earthquake resistant design;Damping (Mechanics) Résumé : Describes important principles for dealing with the damping of structures to aid in the analysis and design of supplemental damping to mitigate seismic effects. This text also examines limitations and the problem of damping and stiffness nonlinearity, which may not be approximated with sufficient accuracy using the simplified approaches.

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