Consideration of time-evolving capacity distributions and improved degradation models for seismic fragility assessment of aging highway bridges

Author:

Ghosh Jayadipta,Sood Piyush

Funder

Industrial Research and Consultancy Centre at IIT Bombay

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Safety, Risk, Reliability and Quality

Reference71 articles.

1. Life‐cycle reliability of RC bridge piers under seismic and airborne chloride hazards;Akiyama;Earthq Eng Struct Dyn,2011

2. Akiyama M, Frangopol DM, Matsuzaki H. Reliability-based durability design and service life assessment of concrete structures in a marine environment. Maintenance and safety of aging infrastructure: Structures and infrastructures book series; 2014 10, 1

3. Performance evaluation of deteriorating highway bridges located in high seismic areas;Alipour;J Bridge Eng,2010

4. Aquino, W. “Long-term performance of seismically rehabilitated corrosion-damaged columns.” University of Illinois at Urbana-Champaign, 2002

5. Seismic retrofitting of corroded reinforced concrete columns using carbon composites;Aquino;ACI Struct J,2007

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