Towards multiple hazard resilient bridges: A methodology for modeling frequent and infrequent time-varying loads Part I, Comprehensive reliability and partial failure probabilities

Earthquake Engineering and Engineering Dynamics

Volumn 11, Issue 3, 2012, Pages 293-301

  Liang, Zach ^a   Lee, George C ^a  

^a State University of New York   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGE; EARTHQUAKE ENGINEERING; FAILURE ANALYSIS; LOADING; MODELING; PROBABILITY; RELIABILITY ANALYSIS;

BRIDGE DESIGN; BRIDGE RELIABILITY; BROKEN DOWN; COMBINED LOADS; COMPREHENSIVE RELIABILITY; DESIGN LIMITS; DESIGN SAFETY FACTORS; EARTHQUAKE LOAD; EXTREME LOADS; FAILURE PROBABILITY; LIVE LOADS; LOAD AND RESISTANCE FACTOR DESIGNS; LOAD COMBINATION; LOAD DISTRIBUTIONS; LOAD FACTORS; MULTIPLE HAZARDS; OCCURRENCE PROBABILITY; PARTIAL FAILURE; STRUCTURAL FAILURE; TIME INVARIANTS; TIME VARIABLE; TIME VARYING LOADS;

DESIGN; FRACTURE MECHANICS; HAZARDS; PROBABILITY DISTRIBUTIONS; SAFETY FACTOR; STRUCTURAL DYNAMICS;

BRIDGES;

EID: 84866356227     PISSN: 10001301     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11803-012-0122-4     Document Type: Article

References (20)

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