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Damage-based earthquake engineering /
Over the life of a structure, smaller but more frequent earthquakes contribute more to the cumulative damage than larger earthquakes on which structural design is traditionally based. The included case studies show that the optimal solutions support a shift toward more resilient structures designed...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Southampton :
WIT Press,
[2015]
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| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 001 | EBSCO_ocn898892837 | ||
| 003 | OCoLC | ||
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| 019 | |a 914150954 |a 922951140 |a 927460623 | ||
| 020 | |a 9781784660147 |q (electronic bk.) | ||
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| 100 | 1 | |a Ghisbain, Pierre, |e author. | |
| 245 | 1 | 0 | |a Damage-based earthquake engineering / |c Pierre Ghisbain. |
| 264 | 1 | |a Southampton : |b WIT Press, |c [2015] | |
| 264 | 4 | |c ©2015 | |
| 300 | |a 1 online resource : |b illustrations, color maps | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 504 | |a Includes bibliographical references. | ||
| 588 | 0 | |a Online resource; title from PDF title page (EBSCO, viewed January 26, 2015). | |
| 505 | 0 | |a Cover; Damage-based Earthquake Engineering; Copyright page; Table of contents; Foreword; Preface; 1. Damage assessment method; 1.1 Introduction; 1.2 Probabilistic framework; 1.3 Procedure; 1.4 Strategy for validation and applicaiton; 2. Method properties; 2.1 Ground motion; 2.2 Fragility; 2.3 Damage calculation; 2.4 Hazard; 2.5 Summary and conclusions; 3. Incremental response analysis; 3.1 Introduction; 3.2 Nonlinear direct integration; 3.3 Linear direct integration; 3.4 Mode superposition; 3.5 Spectral combination; 3.6 Summary and conclusions; 4. Nonlinearities; 4.1 Introduction. | |
| 505 | 8 | |a 4.2 Sources and propagation4.3 Sensitivity to model parameters; 4.4 Sensitivity to structural properties; 4.5 Summary and conclusions; 5. Application to damping optimization; 5.1 Viscous damping design; 5.2 Solution strategy; 5.3 Cost and constraints modeling; 5.4 Illustration; 5.5 Summary and conclusions; Appendix A: Modal properties of benchmark structures; Appendix B: Earthquake records; Appendix C: Damage assessment results; References. | |
| 520 | |a Over the life of a structure, smaller but more frequent earthquakes contribute more to the cumulative damage than larger earthquakes on which structural design is traditionally based. The included case studies show that the optimal solutions support a shift toward more resilient structures designed beyond the traditional life-safety requirements. | ||
| 590 | |a eBooks on EBSCOhost |b EBSCO eBook Subscription Academic Collection - Worldwide | ||
| 650 | 0 | |a Earthquake engineering. | |
| 650 | 6 | |a Génie parasismique. | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Civil |x General. |2 bisacsh | |
| 650 | 7 | |a Earthquake engineering. |2 fast |0 (OCoLC)fst00900825 | |
| 776 | 0 | 8 | |i Print version: |a Ghisbain, P. |t Damage-based Earthquake Engineering. |d SOUTHAMPTON : WIT Press, ©2014 |z 9781784660130 |
| 856 | 4 | 0 | |u https://ebsco.uam.elogim.com/login.aspx?direct=true&scope=site&db=nlebk&AN=929727 |z Texto completo |
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