The dynamic seismic response of steel braced bridge piers allowed to uplift and rock on their foundation is investigated analytically. Allowing piers to rock provides a retrofit solution with increased seismic performance by limiting demands to existing non-ductile elements while damage can be avoid
โฆ LIBER โฆ
Seismic behavior of ductile rectangular composite bridge piers
โ Scribed by S. J. Chen; K. C. Yang; K. M. Lin; C. D. Wang
- Publisher
- John Wiley and Sons
- Year
- 2010
- Tongue
- English
- Weight
- 377 KB
- Volume
- 40
- Category
- Article
- ISSN
- 0098-8847
- DOI
- 10.1002/eqe.1018
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