Impact of multiple component deterioration and exposure conditions on seismic vulnerability of concrete bridges

Earthquake and Structures

Volumn 3, Issue 5, 2012, Pages 649-673

  Ghosh, Jayadipta ^a   Padgett, Jamie E ^a  

^a Rice University   (United States)

Author keywords

Aging; Bridge class; Corrosion; Probability; Seismic fragility

Indexed keywords

AGING OF MATERIALS; ATMOSPHERIC STRUCTURE; BRIDGE COMPONENTS; CONCRETE CONSTRUCTION; CONCRETES; CORROSION; DAMAGE DETECTION; DETERIORATION; PROBABILITY; REINFORCED CONCRETE;

BRIDGE GEOMETRY; CONCRETE HIGHWAY BRIDGES; DAMAGE STATE; DEICING SALTS; DETERIORATION MECHANISM; ELASTOMERIC BEARING; ENVIRONMENTAL EXPOSURE; EXPOSURE CONDITIONS; FRAGILITY CURVES; MEDIAN VALUE; MULTI-SPANS; MULTIPLE COMPONENTS; PRISTINE STRUCTURES; REINFORCED CONCRETE COLUMN; SEISMIC FRAGILITY; SEISMIC FRAGILITY CURVES; SEISMIC VULNERABILITY; STRUCTURAL DEGRADATION; TIME-DEPENDENT;

SEISMOLOGY;

EID: 84873961241     PISSN: 20927614     EISSN: 20927622     Source Type: Journal    
DOI: 10.12989/eas.2012.3.5.649     Document Type: Article

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