Bibliothèque de l'Ecole Nationale Supérieure des Travaux Publics - Francis Jeanson "BENSTP-FJ"
Auteur Luciano Nunziante Nunziante
Documents disponibles écrits par cet auteur (1)
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Titre : |
Seismic design aids for nonlinear analysis of reinforced concrete structures |
Type de document : |
texte imprimé |
Auteurs : |
Srinivasan Chandrasekaran ; Luciano Nunziante Nunziante ; Giorgio Serino, Auteur |
Editeur : |
Boca Raton : CRC Press |
Année de publication : |
2010 |
Importance : |
227 p., [16] p. pl. |
Présentation : |
ill. |
Format : |
25 cm |
ISBN/ISSN/EAN : |
978-1-4398-0914-3 |
Note générale : |
Bibliogr. Index. |
Langues : |
Anglais (eng) |
Mots-clés : |
Earthquake resistant design;Reinforced concrete construction;Structural analysis (Engineering);Nonlinear theories;Conception parasismique;Construction en béton armé;Théories non linéaires |
Résumé : |
Explores seismic design aids and nonlinear properties of RC elements in a form that is useful for practicing engineers and researchers. This text clarifies the complexities involved in estimating basic input parameters required for nonlinear analysis of RC beam and frame structures under seismic loads until collapse.
Contents : Axial Force-Bending Moment Yield Interaction Mathematical Development Identification of Subdomains Numerical Studies and Discussions Numerical Procedure in Spreadsheet Format Moment-Curvature Relationship for RC Sections in Presence of Axial Force Mathematical Development Moment-Curvature in Elastic Range Elastic Limit Bending Moment and Curvature Percentage of Steel for Balanced Section Ultimate Bending Moment-Curvature Relationship Numerical Studies and Discussions Step-by-Step Procedure to Use the Spreadsheet Program Given on the Website Moment-Relative Rotation Relationship for RC Beams Mathematical Development Analytical Moment-Rotation Relationships Numerical Studies and Beam Examples Bounds for Collapse Loads of Building Frames Subjected to Seismic Loads: A Comparison with Nonlinear Static Pushover Collapse Multipliers Step-by-Step Analysis for a Simple Frame with P-M Interaction Numerical Studies and Frame Examples Flow Rule Verification for P-M Interaction Domains Mathematical Development Plastic Strain Increment in Different Subdomains Verification of Flow Rule Appendix: Summary of P-M Relationships for Different Subdomains Computer Coding for Collapse Multipliers Procedure to Perform Pushover Analysis References |
Seismic design aids for nonlinear analysis of reinforced concrete structures [texte imprimé] / Srinivasan Chandrasekaran ; Luciano Nunziante Nunziante ; Giorgio Serino, Auteur . - Boca Raton : CRC Press, 2010 . - 227 p., [16] p. pl. : ill. ; 25 cm. ISBN : 978-1-4398-0914-3 Bibliogr. Index. Langues : Anglais ( eng)
Mots-clés : |
Earthquake resistant design;Reinforced concrete construction;Structural analysis (Engineering);Nonlinear theories;Conception parasismique;Construction en béton armé;Théories non linéaires |
Résumé : |
Explores seismic design aids and nonlinear properties of RC elements in a form that is useful for practicing engineers and researchers. This text clarifies the complexities involved in estimating basic input parameters required for nonlinear analysis of RC beam and frame structures under seismic loads until collapse.
Contents : Axial Force-Bending Moment Yield Interaction Mathematical Development Identification of Subdomains Numerical Studies and Discussions Numerical Procedure in Spreadsheet Format Moment-Curvature Relationship for RC Sections in Presence of Axial Force Mathematical Development Moment-Curvature in Elastic Range Elastic Limit Bending Moment and Curvature Percentage of Steel for Balanced Section Ultimate Bending Moment-Curvature Relationship Numerical Studies and Discussions Step-by-Step Procedure to Use the Spreadsheet Program Given on the Website Moment-Relative Rotation Relationship for RC Beams Mathematical Development Analytical Moment-Rotation Relationships Numerical Studies and Beam Examples Bounds for Collapse Loads of Building Frames Subjected to Seismic Loads: A Comparison with Nonlinear Static Pushover Collapse Multipliers Step-by-Step Analysis for a Simple Frame with P-M Interaction Numerical Studies and Frame Examples Flow Rule Verification for P-M Interaction Domains Mathematical Development Plastic Strain Increment in Different Subdomains Verification of Flow Rule Appendix: Summary of P-M Relationships for Different Subdomains Computer Coding for Collapse Multipliers Procedure to Perform Pushover Analysis References |
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