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Earthquake Engineering for Structural Design / / Victor Gioncu, Federico Mazzolani
| Earthquake Engineering for Structural Design / / Victor Gioncu, Federico Mazzolani |
| Autore | Gioncu Victor |
| Edizione | [First edition.] |
| Pubbl/distr/stampa | Boca Raton, FL : , : CRC Press, , 2014 |
| Descrizione fisica | 1 online resource (581 p.) |
| Disciplina | 624.1/762 |
| Soggetto topico |
Earthquake resistant design
Earthquake engineering |
| ISBN |
0-429-17876-X
1-62870-801-8 1-4822-6628-8 1-282-91329-8 9786612913297 0-203-84889-6 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Book Cover; Title; Copyright; Contents; Preface; Chapter 1 New Challenges in Seismic Design; Chapter 2 Living with Earthquakes; Chapter 3 Learning from Earthquakes; Chapter 4 Advances in Conception about Earthquakes; Chapter 5 Tectonic Plates and Faults; Chapter 6 Faults and Earthquakes; Chapter 7 Earthquakes and Ground Motions; Chapter 8 Ground Motions and Structures; Chapter 9 Advances in Seismic Design Methodologies; Chapter 10 Challenges for the Next Generation of Seismic Codes; Appendix: Glossary; Index |
| Record Nr. | UNINA-9910785213003321 |
Gioncu Victor
|
||
| Boca Raton, FL : , : CRC Press, , 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Earthquake Engineering for Structural Design / / Victor Gioncu, Federico Mazzolani
| Earthquake Engineering for Structural Design / / Victor Gioncu, Federico Mazzolani |
| Autore | Gioncu Victor |
| Edizione | [First edition.] |
| Pubbl/distr/stampa | Boca Raton, FL : , : CRC Press, , 2014 |
| Descrizione fisica | 1 online resource (581 p.) |
| Disciplina | 624.1/762 |
| Soggetto topico |
Earthquake resistant design
Earthquake engineering |
| ISBN |
0-429-17876-X
1-62870-801-8 1-4822-6628-8 1-282-91329-8 9786612913297 0-203-84889-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Book Cover; Title; Copyright; Contents; Preface; Chapter 1 New Challenges in Seismic Design; Chapter 2 Living with Earthquakes; Chapter 3 Learning from Earthquakes; Chapter 4 Advances in Conception about Earthquakes; Chapter 5 Tectonic Plates and Faults; Chapter 6 Faults and Earthquakes; Chapter 7 Earthquakes and Ground Motions; Chapter 8 Ground Motions and Structures; Chapter 9 Advances in Seismic Design Methodologies; Chapter 10 Challenges for the Next Generation of Seismic Codes; Appendix: Glossary; Index |
| Record Nr. | UNINA-9910828665303321 |
|
Gioncu Victor
|
||
| Boca Raton, FL : , : CRC Press, , 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Earthquakes and engineers [[electronic resource] ] : an international history / / Robert K. Reitherman
| Earthquakes and engineers [[electronic resource] ] : an international history / / Robert K. Reitherman |
| Autore | Reitherman Robert <1950-> |
| Pubbl/distr/stampa | Reston, Va., : American Society of Civil Engineers, c2011 |
| Descrizione fisica | 1 online resource (764 p.) |
| Disciplina | 624.1/762 |
| Soggetto topico |
Earthquake engineering - History
Engineering |
| Soggetto genere / forma | Electronic books. |
| ISBN | 0-7844-7635-7 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
""Cover""; ""Contents""; ""Acknowledgments""; ""Introduction""; ""The Definition of Earthquake Engineering""; ""Engineers and Scientists""; ""Earthquake Engineering and Earthquake-Resistant Construction""; ""Scope""; ""Why This Book?""; ""1 Approaches to Earthquake Engineering History""; ""Earthquake Engineering Lore Can Be Fascinating, yet Factual""; ""The Value of Thinking""; ""Adding Breadth to Engineering""; ""Credit Where Credit Is Due""; ""History as a Way of Thinking about the Future""; ""Past Ideas and Developments May Still Be Useful Today""; ""Chronology Vis-a-Vis History""
""History as a Sieve""""Potential Sources of Bias""; ""Why the Emphasis on the Early Years?""; ""The End of Earthquake Engineering History?""; ""2 The Complexities of Earthquake Engineering""; ""Similarities and Differences with Other Engineering Disciplines""; ""Risk""; ""Inelasticity and Nonlinear Behavior""; ""Dynamics""; ""3 Ancient Understanding and Misunderstanding""; ""Mythological Beliefs: Supernatural Explanations for a Natural Phenomenon""; ""China""; ""India""; ""Japan""; ""Africa""; ""New Zealand""; ""Greece""; ""Middle East""; ""Fiji""; ""Mexico""; ""North American Indians"" ""Limited Accomplishments from Ancient Times""""4 Beginnings of the Modern Scientific Approach: Renaissance to 1850""; ""The Development of Geology as a Science""; ""Galileo, Newton, Hooke: The Beginnings of Physics and Engineering""; ""Earthquake-Resistant Construction Traditions in the Seventeenth and Eighteenth Centuries""; ""Civil Engineering Development as a Prerequisite to Earthquake Engineering""; ""5 The First Seismologists and Earthquake Engineers: The Nineteenth Century""; ""Robert Mallet, the First Earthquake Engineer""; ""Japan in the Meiji Period""; ""The University of Tokyo"" ""John Milne: The Foremost Early Seismologist""""Ayrton, Perry, Ewing, Knott, Gray, and Mendenhall""; ""Development of Seismology Outside of Japan""; ""Intensity, an Early Tool of Seismologists and Engineers""; ""Understanding Faults and the Generation of Earthquakes""; ""Steel and Reinforced Concrete Join the Traditional Construction Materials""; ""Moment-Resisting Frames, Braced Frames, Walls, and Diaphragms""; ""Construction Vocabulary in Place, but Lacking Syntax""; ""The Lack of Quantitative Measures of Seismic Loads""; ""Static Analysis of a Dynamic Phenomenon"" ""The Many Unsolved Problems""""6 1900-1940: Poised for Further Development but Lacking Essential Analytical Tools""; ""Earthquake Engineering in Japan""; ""Developing Surficial Seismology""; ""Research and Practice Initiatives after the 1906 San Francisco Earthquake""; ""The 1908 Messina Reggio Earthquake""; ""1910 Cartago, Costa Rica, Earthquake: An Early Recognition of the Vulnerability of Unreinforced Masonry""; ""The 1923 Kanto, Japan, Earthquake: The First Test of Seismically Analyzed and Designed Buildings"" ""Seismologists Develop the First Estimates of Future Earthquakes: Where, How Big, and How Often"" |
| Record Nr. | UNINA-9910462110003321 |
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Reitherman Robert <1950->
|
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| Reston, Va., : American Society of Civil Engineers, c2011 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Eurocode 3 Bemessung und Konstruktion von Stahlbauten [[electronic resource] ] : Allgemeine Regeln Hochbau. DIN EN 1993-1-1 mit Nationalem Anhang. Kommentar und Beispiele, Band 1
| Eurocode 3 Bemessung und Konstruktion von Stahlbauten [[electronic resource] ] : Allgemeine Regeln Hochbau. DIN EN 1993-1-1 mit Nationalem Anhang. Kommentar und Beispiele, Band 1 |
| Autore | e.V bauforumstahl |
| Edizione | [5th ed.] |
| Pubbl/distr/stampa | Hoboken, : Wiley, 2014 |
| Descrizione fisica | 1 online resource (501 p.) |
| Disciplina |
624.1
624.1/762 624.1762 |
| Soggetto topico |
Building, Iron and steel -- Earthquake effects
Earthquake resistant design Steel, Structural -- Ductility Steel, Structural -- Earthquake effects |
| Soggetto genere / forma | Electronic books. |
| ISBN |
3-433-60378-2
3-433-60375-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ger |
| Nota di contenuto |
Cover; Title Page; Copyright; Inhalt; Vorwort; I Einleitung; I Einleitung; II Eurocode 3: DIN EN 1993-1-1 einschließlich Nationaler Anhang und Änderung A1; II Eurocode 3: DIN EN 1993-1-1 einschließlich Nationaler Anhang und Änderung A1; Einführung; Benutzerhinweise; DIN EN 1993-1-1 einschließlich Nationaler Anhang und Änderung A1; Nationales Vorwort DIN EN 1993-1-1; Vorwort EN 1993-1-1; Hintergrund des Eurocode-Programms; Status und Gültigkeitsbereich der Eurocodes; Nationale Fassungen der Eurocodes
Verbindung zwischen den Eurocodes und den harmonisierten Technischen Spezifikationen für Bauprodukte (ENs und ETAs)Besondere Hinweise zu EN 1993-1; Nationaler Anhang zu EN 1993-1-1; 1 Allgemeines ; 1.1 Anwendungsbereich; 1.1.1 Anwendungsbereich von Eurocode 3; 1.1.2 Anwendungsbereich von Eurocode 3 Teil 1-1; 1.2 Normative Verweisungen; 1.2.1 Allgemeine normative Verweisungen; 1.2.2 Normative Verweisungen zu schweißgeeigneten Baustählen; 1.3 Annahmen; 1.4 Unterscheidung nach Grundsätzen und Anwendungsregeln; 1.5 Begriffe; 1.5.1 Tragwerk; 1.5.2 Teiltragwerke; 1.5.3 Art des Tragwerks 1.5.4 Tragwerksberechnung1.5.5 Systemlänge; 1.5.6 Knicklänge; 1.5.7 mittragende Breite; 1.5.8 Kapazitätsbemessung; 1.5.9 Bauteil mit konstantem Querschnitt; 1.6 Formelzeichen; 1.7 Definition der Bauteilachsen; 2 Grundlagen für die Tragwerksplanung; 2.1 Anforderungen; 2.1.1 Grundlegende Anforderungen; 2.1.2 Behandlung der Zuverlässigkeit; 2.1.3 Nutzungsdauer, Dauerhaftigkeit und Robustheit; 2.1.3.1 Allgemeines; 2.1.3.2 Nutzungsdauer bei Hochbauten; 2.1.3.3 Dauerhaftigkeit von Hochbauten; 2.2 Grundsätzliches zur Bemessung mit Grenzzuständen; 2.3 Basisvariable 2.3.1 Einwirkungen und Umgebungs einflüsse2.3.2 Werkstoff- und Produkteigenschaften; 2.4 Nachweisverfahren mit Teilsicherheitsbeiwerten; 2.4.1 Bemessungswerte von Werkstoffeigenschaften; 2.4.2 Bemessungswerte der geometrischen Größen; 2.4.3 Bemessungswerte der Beanspruchbarkeit; 2.4.4 Nachweis der Lagesicherheit (EQU); 2.5 Bemessung mit Hilfe von Versuchen; 3 Werkstoffe; 3.1 Allgemeines; 3.2 Baustahl; 3.2.1 Werkstoffeigenschaften; 3.2.2 Anforderungen an die Duktilität; 3.2.3 Bruchzähigkeit; 3.2.4 Eigenschaften in Dickenrichtung; 3.2.5 Toleranzen; 3.2.6 Bemessungswerte der Materialkonstanten 3.3 Verbindungsmittel3.3.1 Schrauben, Bolzen, Nieten; 3.3.2 Schweißwerkstoffe; 3.4 Andere vorgefertigte Produkte im Hochbau; 4 Dauerhaftigkeit; 5 Tragwerksberechnung; 5.1 Statische Systeme; 5.1.1 Grundlegende Annahmen; 5.1.2 Berechnungsmodelle für Anschlüsse; 5.1.3 Bauwerks-Boden-Interaktion; 5.2 Untersuchung von Gesamttragwerken; 5.2.1 Einflüsse der Tragwerksverformung; 5.2.2 Stabilität von Tragwerken; 5.3 Imperfektionen; 5.3.1 Grundlagen; 5.3.2 Imperfektionen für die Tragwerksberechnung; 5.3.3 Imperfektionen zur Berechnung aussteifender Systeme; 5.3.4 Bauteilimperfektionen 5.4 Berechnungsmethoden |
| Record Nr. | UNINA-9910132324003321 |
|
e.V bauforumstahl
|
||
| Hoboken, : Wiley, 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Eurocode 3 Bemessung und Konstruktion von Stahlbauten [[electronic resource] ] : Allgemeine Regeln Hochbau. DIN EN 1993-1-1 mit Nationalem Anhang. Kommentar und Beispiele, Band 1
| Eurocode 3 Bemessung und Konstruktion von Stahlbauten [[electronic resource] ] : Allgemeine Regeln Hochbau. DIN EN 1993-1-1 mit Nationalem Anhang. Kommentar und Beispiele, Band 1 |
| Autore | e.V bauforumstahl |
| Edizione | [5th ed.] |
| Pubbl/distr/stampa | Hoboken, : Wiley, 2014 |
| Descrizione fisica | 1 online resource (501 p.) |
| Disciplina |
624.1
624.1/762 624.1762 |
| Soggetto topico |
Building, Iron and steel -- Earthquake effects
Earthquake resistant design Steel, Structural -- Ductility Steel, Structural -- Earthquake effects |
| ISBN |
3-433-60378-2
3-433-60375-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | ger |
| Nota di contenuto |
Cover; Title Page; Copyright; Inhalt; Vorwort; I Einleitung; I Einleitung; II Eurocode 3: DIN EN 1993-1-1 einschließlich Nationaler Anhang und Änderung A1; II Eurocode 3: DIN EN 1993-1-1 einschließlich Nationaler Anhang und Änderung A1; Einführung; Benutzerhinweise; DIN EN 1993-1-1 einschließlich Nationaler Anhang und Änderung A1; Nationales Vorwort DIN EN 1993-1-1; Vorwort EN 1993-1-1; Hintergrund des Eurocode-Programms; Status und Gültigkeitsbereich der Eurocodes; Nationale Fassungen der Eurocodes
Verbindung zwischen den Eurocodes und den harmonisierten Technischen Spezifikationen für Bauprodukte (ENs und ETAs)Besondere Hinweise zu EN 1993-1; Nationaler Anhang zu EN 1993-1-1; 1 Allgemeines ; 1.1 Anwendungsbereich; 1.1.1 Anwendungsbereich von Eurocode 3; 1.1.2 Anwendungsbereich von Eurocode 3 Teil 1-1; 1.2 Normative Verweisungen; 1.2.1 Allgemeine normative Verweisungen; 1.2.2 Normative Verweisungen zu schweißgeeigneten Baustählen; 1.3 Annahmen; 1.4 Unterscheidung nach Grundsätzen und Anwendungsregeln; 1.5 Begriffe; 1.5.1 Tragwerk; 1.5.2 Teiltragwerke; 1.5.3 Art des Tragwerks 1.5.4 Tragwerksberechnung1.5.5 Systemlänge; 1.5.6 Knicklänge; 1.5.7 mittragende Breite; 1.5.8 Kapazitätsbemessung; 1.5.9 Bauteil mit konstantem Querschnitt; 1.6 Formelzeichen; 1.7 Definition der Bauteilachsen; 2 Grundlagen für die Tragwerksplanung; 2.1 Anforderungen; 2.1.1 Grundlegende Anforderungen; 2.1.2 Behandlung der Zuverlässigkeit; 2.1.3 Nutzungsdauer, Dauerhaftigkeit und Robustheit; 2.1.3.1 Allgemeines; 2.1.3.2 Nutzungsdauer bei Hochbauten; 2.1.3.3 Dauerhaftigkeit von Hochbauten; 2.2 Grundsätzliches zur Bemessung mit Grenzzuständen; 2.3 Basisvariable 2.3.1 Einwirkungen und Umgebungs einflüsse2.3.2 Werkstoff- und Produkteigenschaften; 2.4 Nachweisverfahren mit Teilsicherheitsbeiwerten; 2.4.1 Bemessungswerte von Werkstoffeigenschaften; 2.4.2 Bemessungswerte der geometrischen Größen; 2.4.3 Bemessungswerte der Beanspruchbarkeit; 2.4.4 Nachweis der Lagesicherheit (EQU); 2.5 Bemessung mit Hilfe von Versuchen; 3 Werkstoffe; 3.1 Allgemeines; 3.2 Baustahl; 3.2.1 Werkstoffeigenschaften; 3.2.2 Anforderungen an die Duktilität; 3.2.3 Bruchzähigkeit; 3.2.4 Eigenschaften in Dickenrichtung; 3.2.5 Toleranzen; 3.2.6 Bemessungswerte der Materialkonstanten 3.3 Verbindungsmittel3.3.1 Schrauben, Bolzen, Nieten; 3.3.2 Schweißwerkstoffe; 3.4 Andere vorgefertigte Produkte im Hochbau; 4 Dauerhaftigkeit; 5 Tragwerksberechnung; 5.1 Statische Systeme; 5.1.1 Grundlegende Annahmen; 5.1.2 Berechnungsmodelle für Anschlüsse; 5.1.3 Bauwerks-Boden-Interaktion; 5.2 Untersuchung von Gesamttragwerken; 5.2.1 Einflüsse der Tragwerksverformung; 5.2.2 Stabilität von Tragwerken; 5.3 Imperfektionen; 5.3.1 Grundlagen; 5.3.2 Imperfektionen für die Tragwerksberechnung; 5.3.3 Imperfektionen zur Berechnung aussteifender Systeme; 5.3.4 Bauteilimperfektionen 5.4 Berechnungsmethoden |
| Record Nr. | UNINA-9910831057003321 |
|
e.V bauforumstahl
|
||
| Hoboken, : Wiley, 2014 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Fundamentals of earthquake engineering [[electronic resource] /] / Amr S. Elnashai, Luigi Di Sarno
| Fundamentals of earthquake engineering [[electronic resource] /] / Amr S. Elnashai, Luigi Di Sarno |
| Autore | Elnashai Amr S |
| Pubbl/distr/stampa | Chichester, West Sussex, U.K., : J. Wiley, c2008 |
| Disciplina | 624.1/762 |
| Soggetto topico | Earthquake engineering |
| Soggetto genere / forma | Electronic books. |
| ISBN | 0-470-02486-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910144432403321 |
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Elnashai Amr S
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||
| Chichester, West Sussex, U.K., : J. Wiley, c2008 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Fundamentals of seismic loading on structures [[electronic resource] /] / by Tapan K. Sen
| Fundamentals of seismic loading on structures [[electronic resource] /] / by Tapan K. Sen |
| Autore | Sen Tapan K |
| Pubbl/distr/stampa | Chichester, West Sussex, U.K. ; ; Hoboken, NJ, : Wiley, 2009 |
| Descrizione fisica | 1 online resource (406 p.) |
| Disciplina | 624.1/762 |
| Soggetto topico |
Earthquake resistant design
Earthquake hazard analysis Strains and stresses |
| ISBN |
1-282-12333-5
9786612123337 0-470-74234-8 0-470-74235-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Fundamentals of Seismic Loading on Structures; Contents; Preface; Acknowledgements; 1 Introduction to Earthquakes; 1.1 A Historical Perspective; 1.1.1 Seismic Areas of the World; 1.1.2 Types of Failure; 1.1.3 Fault Movement and its Destructive Action; 1.2 The Nature of Earthquakes; 1.3 Plate Tectonics; 1.3.1 Types of Plate Boundaries; 1.3.2 Convergent and Divergent Boundaries; 1.3.3 Seismicity and Plate Tectonics; 1.4 Focus and Epicentre; 1.5 Seismic Waves; 1.5.1 Body Waves; 1.5.2 Surface Waves; 1.6 Seismometers; 1.6.1 Early Seismographs; 1.6.2 Modern Developments
1.6.3 Locating the Epicentre1.7 Magnitude and Intensity; 1.7.1 Magnitude Scales; 1.7.2 Seismic Moment; 1.7.3 Intensity Scales; 1.8 Reid's Elastic Rebound Theory; 1.9 Significant Milestones in Earthquake Engineering; 1.10 Seismic Tomography; 1.10.1 The Challenges Ahead; 1.11 References; 2 Single Degree of Freedom Systems; 2.1 Introduction; 2.2 Free Vibration; 2.2.1 Equations of Motion with Damping; 2.2.2 Damping Ratio; 2.2.3 Treatment of Initial Conditions; 2.3 Periodic Forcing Function; 2.3.1 Magnification Factors; 2.3.2 Damping; 2.3.3 Support Motion; 2.4 Arbitrary Forcing Function 2.4.1 Duhamel Integral2.4.2 Numerical Evaluation; 2.4.3 Worked Example - Duhamel Integral; 2.5 References; 3 Systems with Many Degrees of Freedom; 3.1 Introduction; 3.2 Lumped Parameter Systems with Two Degrees of Freedom; 3.3 Lumped Parameter Systems with more than Two Degrees of Freedom; 3.3.1 Free Vibration; 3.3.2 A Worked Example (Two degrees of Freedom System); 3.3.3 Normalization of Mode Shapes; 3.3.4 Orthogonality of Mode Shapes; 3.3.5 Worked Example - Orthogonality Check; 3.4 Mode Superposition; 3.4.1 Use of Normal or Generalized Coordinates; 3.5 Damping Orthogonality 3.6 Non-linear Dynamic Analysis3.6.1 Introduction; 3.6.2 Incremental Integration Process; 3.6.3 Numerical Procedures for Integration; 3.6.4 Estimate of Errors; 3.6.5 Houbolt's Method; 3.6.6 Explicit and Implicit Scheme; 3.6.7 Minimum Time Step t (Explicit Integration Scheme); 3.7 References; 4 Basics of Random Vibrations; 4.1 Introduction; 4.2 Concepts of Probability; 4.2.1 Random Variable Space; 4.2.2 Gaussian or Normal Distribution; 4.2.3 Worked Example with Standard Normal Variable; 4.3 Harmonic Analysis; 4.3.1 Introduction; 4.3.2 Fourier Series (Robson, 1963) 4.3.3 Fourier Integrals (Robson, 1963, with permission)4.3.4 Spectral Density (Robson, 1963); 4.4 Numerical Integration Scheme for Frequency Content; 4.4.1 Introducing Discrete Fourier Transform (DFT); 4.5 A Worked Example (Erzincan, 1992); 4.6 References; 5 Ground Motion Characteristics; 5.1 Characteristics of Ground Motion; 5.1.1 Ground Motion Particulars; 5.1.2 After Shocks and Before Shocks; 5.1.3 Earthquake Source Model; 5.1.4 Empirical Relations of Source Parameters; 5.2 Ground Motion Parameters; 5.2.1 The Nature and Attenuation of Ground Motion 5.2.2 PGA and Modified Mercalli Intensity (MMI) |
| Record Nr. | UNINA-9910142966103321 |
|
Sen Tapan K
|
||
| Chichester, West Sussex, U.K. ; ; Hoboken, NJ, : Wiley, 2009 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Fundamentals of seismic loading on structures [[electronic resource] /] / by Tapan K. Sen
| Fundamentals of seismic loading on structures [[electronic resource] /] / by Tapan K. Sen |
| Autore | Sen Tapan K |
| Pubbl/distr/stampa | Chichester, West Sussex, U.K. ; ; Hoboken, NJ, : Wiley, 2009 |
| Descrizione fisica | 1 online resource (406 p.) |
| Disciplina | 624.1/762 |
| Soggetto topico |
Earthquake resistant design
Earthquake hazard analysis Strains and stresses |
| ISBN |
1-282-12333-5
9786612123337 0-470-74234-8 0-470-74235-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Fundamentals of Seismic Loading on Structures; Contents; Preface; Acknowledgements; 1 Introduction to Earthquakes; 1.1 A Historical Perspective; 1.1.1 Seismic Areas of the World; 1.1.2 Types of Failure; 1.1.3 Fault Movement and its Destructive Action; 1.2 The Nature of Earthquakes; 1.3 Plate Tectonics; 1.3.1 Types of Plate Boundaries; 1.3.2 Convergent and Divergent Boundaries; 1.3.3 Seismicity and Plate Tectonics; 1.4 Focus and Epicentre; 1.5 Seismic Waves; 1.5.1 Body Waves; 1.5.2 Surface Waves; 1.6 Seismometers; 1.6.1 Early Seismographs; 1.6.2 Modern Developments
1.6.3 Locating the Epicentre1.7 Magnitude and Intensity; 1.7.1 Magnitude Scales; 1.7.2 Seismic Moment; 1.7.3 Intensity Scales; 1.8 Reid's Elastic Rebound Theory; 1.9 Significant Milestones in Earthquake Engineering; 1.10 Seismic Tomography; 1.10.1 The Challenges Ahead; 1.11 References; 2 Single Degree of Freedom Systems; 2.1 Introduction; 2.2 Free Vibration; 2.2.1 Equations of Motion with Damping; 2.2.2 Damping Ratio; 2.2.3 Treatment of Initial Conditions; 2.3 Periodic Forcing Function; 2.3.1 Magnification Factors; 2.3.2 Damping; 2.3.3 Support Motion; 2.4 Arbitrary Forcing Function 2.4.1 Duhamel Integral2.4.2 Numerical Evaluation; 2.4.3 Worked Example - Duhamel Integral; 2.5 References; 3 Systems with Many Degrees of Freedom; 3.1 Introduction; 3.2 Lumped Parameter Systems with Two Degrees of Freedom; 3.3 Lumped Parameter Systems with more than Two Degrees of Freedom; 3.3.1 Free Vibration; 3.3.2 A Worked Example (Two degrees of Freedom System); 3.3.3 Normalization of Mode Shapes; 3.3.4 Orthogonality of Mode Shapes; 3.3.5 Worked Example - Orthogonality Check; 3.4 Mode Superposition; 3.4.1 Use of Normal or Generalized Coordinates; 3.5 Damping Orthogonality 3.6 Non-linear Dynamic Analysis3.6.1 Introduction; 3.6.2 Incremental Integration Process; 3.6.3 Numerical Procedures for Integration; 3.6.4 Estimate of Errors; 3.6.5 Houbolt's Method; 3.6.6 Explicit and Implicit Scheme; 3.6.7 Minimum Time Step t (Explicit Integration Scheme); 3.7 References; 4 Basics of Random Vibrations; 4.1 Introduction; 4.2 Concepts of Probability; 4.2.1 Random Variable Space; 4.2.2 Gaussian or Normal Distribution; 4.2.3 Worked Example with Standard Normal Variable; 4.3 Harmonic Analysis; 4.3.1 Introduction; 4.3.2 Fourier Series (Robson, 1963) 4.3.3 Fourier Integrals (Robson, 1963, with permission)4.3.4 Spectral Density (Robson, 1963); 4.4 Numerical Integration Scheme for Frequency Content; 4.4.1 Introducing Discrete Fourier Transform (DFT); 4.5 A Worked Example (Erzincan, 1992); 4.6 References; 5 Ground Motion Characteristics; 5.1 Characteristics of Ground Motion; 5.1.1 Ground Motion Particulars; 5.1.2 After Shocks and Before Shocks; 5.1.3 Earthquake Source Model; 5.1.4 Empirical Relations of Source Parameters; 5.2 Ground Motion Parameters; 5.2.1 The Nature and Attenuation of Ground Motion 5.2.2 PGA and Modified Mercalli Intensity (MMI) |
| Record Nr. | UNINA-9910826708303321 |
|
Sen Tapan K
|
||
| Chichester, West Sussex, U.K. ; ; Hoboken, NJ, : Wiley, 2009 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
International efforts in lifeline earthquake engineering : proceedings of the Sixth China-Japan-US Trilateral Symposium on Lifeline Earthquake Engineering / / sponsored by Technical Council on Lifeline Earthquake Engineering ; edited by Craig Davis [and three others]
| International efforts in lifeline earthquake engineering : proceedings of the Sixth China-Japan-US Trilateral Symposium on Lifeline Earthquake Engineering / / sponsored by Technical Council on Lifeline Earthquake Engineering ; edited by Craig Davis [and three others] |
| Pubbl/distr/stampa | Reston, Virginia : , : Published by the American Society of Civil Engineers, , [2014] |
| Descrizione fisica | 1 online resource (699 p.) |
| Disciplina | 624.1/762 |
| Altri autori (Persone) | DavisCraig (Craig A.) |
| Collana | Monograph (American Society of Civil Engineers. Technical Council on Lifeline Earthquake Engineering) |
| Soggetto topico | Earthquake engineering - International cooperation |
| Soggetto genere / forma | Electronic books. |
| ISBN | 0-7844-7807-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
""Cover""; ""Contents""; ""Reliability-Based Design of Lifeline Systems: Recent Developments and Possible Tendency in the Future""; ""Application of an Assessment Model of Post-Earthquake Lifeline Serviceability to Recent Earthquakes in Japan""; ""Quantifying Post-Earthquake Water System Functionality""; ""Modeling and Geo-Visualizing the Role of Infrastructure in Community Disaster Resilience""; ""Seismic Performance of Interdependent Lifeline Systems""; ""A Preliminary Longitudinal Study of Lifeline Seismic Improvement Programs""
""Lifeline Damage Caused in the 23 October (Mw=7.2) 2011 and 9 November (M=5.6) 2011, Van Earthquakes in Eastern Turkey""""Research on Urban Post-earthquake Fire""; ""Typical Disaster Chains and Cascading Effect Caused by 2012 Xinyuan Ms 6.6 Earthquake and 2008 Wenchuan Ms 8.0 Earthquake of China""; ""Building Telecommunication System Resilience�Lessons from Past Earthquakes""; ""Damage and Restoration of Electric Power System due to the 2011 Earthquake off the Pacific Coast of Tohoku�Effects of a Damage Estimation System for Electric Power Distribution Equipment (RAMPEr)"" ""Performance of Buried High Voltage Power Cables due to Liquefaction""""Comparative Analysis on Dynamic Response of Wind Turbine Tower in Different Sites""; ""Nonlinear Seismic Responses Analysis for a Super Cooling Tower""; ""Comparative Study on Hydraulic Simulation of Earthquake-Damaged Water Distribution System""; ""Leakage Model of Water Distribution Network""; ""Simplified Evaluation Method of Seismic Resistance for Water Treatment Facilities""; ""Seismic Resilience Design for a Concrete Box Reservoir"" ""Follow-up Investigation of FRPM Pipe used for Shield Secondary Lining Construction Method in the Great East Japan Earthquake""""Application of Liquefaction Countermeasure Technique by Log Piling for Water Purification and Sewage Treatment Plant""; ""Wastewater Network Restoration Following the Canterbury, NZ Earthquake Sequence: Turning Post-Earthquake Recovery into Resilience Enhancement""; ""Study on Shock-Resistant Performance of Buried Pipeline Affected by Different Factors""; ""Response of Deeply Buried Pipeline Laid through a Fault to Random Ground Motion"" ""Discontinuous Deformation Analysis of Buried Pipeline-Soil System Subject to Reverse-Fault Movement""""The Response Analysis for Buried Pipelines in Nuclear Power Plant Subjected to the Subsidence""; ""Shaking Table Tests of Underground Pipe with Connection Joints under Non-Uniform Earthquake Excitation""; ""Damage to Water Supply Pipelines in the 2011 Great East Japan Earthquake""; ""A Study on Behavior of Ductile Iron Earthquake-Resistant Pipeline in the Deformed Road at the 2011 Great East Japan Earthquake"" ""Study on Behavior of Ductile Iron Pipelines with Earthquake-Resistant Joints Buried across a Fault"" |
| Record Nr. | UNINA-9910464887203321 |
| Reston, Virginia : , : Published by the American Society of Civil Engineers, , [2014] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Perspectives on Earthquake Geotechnical Engineering : In Honour of Prof. Kenji Ishihara / / edited by Atilla Ansal, Mohamed Sakr
| Perspectives on Earthquake Geotechnical Engineering : In Honour of Prof. Kenji Ishihara / / edited by Atilla Ansal, Mohamed Sakr |
| Edizione | [1st ed. 2015.] |
| Pubbl/distr/stampa | Cham : , : Springer International Publishing : , : Imprint : Springer, , 2015 |
| Descrizione fisica | 1 online resource (484 p.) |
| Disciplina | 624.1/762 |
| Collana | Geotechnical, Geological and Earthquake Engineering |
| Soggetto topico |
Geotechnical engineering
Natural disasters Civil engineering Geotechnical Engineering & Applied Earth Sciences Natural Hazards Civil Engineering |
| ISBN | 3-319-10786-0 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Geotechnical damage in the downstream reaches of the Tone river in the 2011 East Japan Earthquake -- Amplification Effects of Thin Soft Surface Layers: A Study for NBCC 2015 -- New design spectra in Eurocode 8 and preliminary application to the seismic risk of Thessaloniki, Greece -- Incorporating Site Response into Seismic Hazard Assessments for Critical Facilities: A Probabilistic Approach -- Stress Scaling Factors For Seismic Soil Liquefaction Engineering Problems: A Performance-Based Approach -- Site amplification formula using Average Vs in equivalent surface layer based on vertical array strong motion records -- Observations from Istanbul vertical arrays and site specific response analysis -- Combined failure mechanism of a breakwater subject to Tsunami during 2011 East Japan Earthquake -- Lessons Learned From Dams Behavior Under Recent Earthquakes -- Nonlinear dynamic analyses of liquefaction effects on dams -- The Effects of Liquefaction on Earthquake Ground Motions -- Shaking model tests on liquefaction mitigation of embedded lifeline -- Effect of Long Duration of the Main Shock and a Big Aftershock on the Liquefaction-Induced Damage During the 2011 Great East Japan Earthquake -- Liquefaction Observed During the 2010 Chile Earthquake -- A Case Study of Silty Sand Liquefaction- 2010 Hsin Hwa Liquefaction in Taiwan -- Post-earthquake analysis for a seismic retrofitting: the case history of a piled foundation in Augusta (Italy) -- Pile design in laterally spreading soil: Feedback from numerical predictions and model test results -- Integrating use of Swedish weight sounding tests for earthquake reconnaissance investigations. |
| Record Nr. | UNINA-9910299434403321 |
| Cham : , : Springer International Publishing : , : Imprint : Springer, , 2015 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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