Performance-based seismic bridge design for damage and loss limit states
✍ Scribed by K. R. Mackie; B. Stojadinović
- Publisher
- John Wiley and Sons
- Year
- 2007
- Tongue
- English
- Weight
- 337 KB
- Volume
- 36
- Category
- Article
- ISSN
- 0098-8847
- DOI
- 10.1002/eqe.699
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Performance-based seismic design (PBSD) can be considered as the coupling of expected levels of ground motion with desired levels of structural performance, with the objective of achieving greater control over earthquake-induced losses. Eurocode 8 (EC8) already envisages two design levels of motion,
## Abstract Conventional design methodology for the earthquake‐resistant structures is based on the concept of ensuring ‘no collapse’ during the most severe earthquake event. This methodology does not envisage the possibility of continuous damage accumulation during several not‐so‐severe earthquake