Seismic retrofit of flexural bridge spandrel columns using fiber reinforced polymer composite jackets

American Concrete Institute, ACI Special Publication

Volumn SP-188, Issue , 1999, Pages 919-931

  Seible, Frieder ^a   Innamorato, Donato ^a   Baumgartner, Johanna ^a   Karbhari, Vistasp M ^a   Sheng, Li Hong ^b  

^a UNIVERSITY OF CALIFORNIA   (United States)

^b CALIFORNIA DEPARTMENT OF TRANSPORTATION   (United States)

Author keywords

Columns; Composites; Ductility; Fiber reinforced polymers; Lap splice; Matrix; Retrofit; Seismic

Indexed keywords

ARCH BRIDGES; ARCHES; COMPOSITE BRIDGES; CONCRETE BUILDINGS; CONCRETE CONSTRUCTION; FIBER REINFORCED PLASTICS; FIBERS; POLYMER CONCRETE; RETROFITTING; SEISMOLOGY;

CONSTRUCTION JOINTS; DEBONDING FAILURE; DISPLACEMENT CAPACITY; FIBER REINFORCED POLYMER COMPOSITES; INTERFACE RESPONSE; PROTOTYPE BRIDGES; RETROFIT STRATEGIES; SEISMIC RETROFITS;

FIBER REINFORCED CONCRETE;

EID: 77649191199     PISSN: 01932527     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (1)

1. King, D. J., Priestley, M.J.N., and Park, R., •·computer Program for Concrete Column Design," Research Report No. 86112, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, May 1986.