E-Book, Englisch, 324 Seiten, eBook
The worst case approach
E-Book, Englisch, 324 Seiten, eBook
Reihe: Springer Series in Reliability Engineering
ISBN: 978-1-4471-4144-0
Verlag: Springer
Format: PDF
Kopierschutz: 1 - PDF Watermark
Improving the Earthquake Resilience of Buildings: The worst case approach
discusses the importance of worst-scenario approach for improved earthquake resilience of buildings and nuclear reactor facilities.
Improving the Earthquake Resilience of Buildings: The worst case approach
consists of two parts. The first part deals with the characterization and modeling of worst or critical ground motions on inelastic structures and the related worst-case scenario in the structural design of ordinary simple building structures. The second part of the book focuses on investigating the worst-case scenario for passively controlled and base-isolated buildings. This allows for detailed consideration of a range of topics including:
A consideration of damage of building structures in the critical excitation method for improved building-earthquake resilience,
A consideration of uncertainties of structural parameters in structural control and base-isolation for improved building-earthquake resilience, and
New insights in structural design of super high-rise buildings under long-period ground motions.
Improving the Earthquake Resilience of Buildings: The worst case approach
is a valuable resource for researchers and engineers interested in learning and applying the worst-case scenario approach in the seismic-resistant design for more resilient structures.
Zielgruppe
Research
Autoren/Hrsg.
Weitere Infos & Material
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.