Improving the earthquake resilience of buildings : the worst case approach
Engineers are always interested in the worst-case scenario. One of the most important and challenging missions of structural engineers may be to narrow the range of unexpected incidents in building structural design. Redundancy, robustness and resilience play an important role in such circumstances....
Zapisane w:
| Główni autorzy: | , , |
|---|---|
| Format: | Livre numérique |
| Język: | Anglais |
| Wydane: |
London :
Springer London
[20..].
Cham : Springer Nature |
| Wydanie: | 1st ed. 2013. |
| Seria: | Springer Series in Reliability Engineering
|
| Dostęp online: | Accès sur la plateforme de l'éditeur Accès sur la plateforme Istex Accès Université d'Orléans Accès INSA CVL |
| Komentarz: |
Archives Springer e-books (Licence nationale) Archives Springer e-books (Licence nationale) |
| Autres localisations: | Voir dans le Sudoc |
| Edition sous un autre format: | • Improving the Earthquake Resilience of Buildings, Texte imprimé, 9781447141433 • Improving the Earthquake Resilience of Buildings, Texte imprimé, 9781447162353 • Improving the Earthquake Resilience of Buildings, Texte imprimé, 9781447141457 |
Spis treści:
- 1 Introduction 2. Earthquake resilience of high-rise buildings: Case study of the 2011 Tohoku (Japan) earthquake 3. Simulation of near-field pulse-like ground motion 4. Critical characterization and modeling of pulse-like near-field strong ground motion 5. Characteristics of earthquake ground motion of repeated sequences 6. Modeling critical ground-motion sequences for inelastic structures 7. Response of Nonlinear SDOF Structures to Random Acceleration Sequences 8. Use of deterministic and probabilistic measures to identify unfavorable earthquake records 9. Damage Assessment to Inelastic Structure Under Worst Earthquake Loads 10 Critical earthquake loads for SDOF inelastic structures considering evolution of seismic waves 11. Critical Correlation of Bi-Directional Horizontal Ground Motions 12. Optimal placement of viscoelastic dampers and supporting members under variable critical excitations 13 Earthquake response bound analysis of uncertain passively controlled buildings for robustness evaluation 14 Earthquake response bound analysis of uncertain base-isolated buildings for robustness evaluation 15. Future Directions

