Towards multiple hazard resilient bridges: A methodology for modeling frequent and infrequent time-varying loads Part II, Examples for live and earthquake load effects

Earthquake Engineering and Engineering Dynamics

Volumn 11, Issue 3, 2012, Pages 303-311

  Liang, Zach ^a   Lee, George C ^a  

^a UNIVERSITY AT BUFFALO   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

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

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

EARTHQUAKES; FRACTURE MECHANICS; HAZARDS; PROBABILITY; SAFETY FACTOR; STRUCTURAL DYNAMICS;

BRIDGES;

EID: 84866418199     PISSN: 10001301     EISSN: None     Source Type: Journal    
DOI: 10.1007/s11803-012-0123-3     Document Type: Article

References (4)

1. Ghosn M, Moses F and Wang J (2003), Design of Highway Bridges for Extreme Events NCHRP Report 489.
2. Hida SE (2007), "Statistical Significance of Less Common Load Combinations," Journal of Bridge Engineering, ASCE, 12(3): 389-393.
3. Liang Z and Lee GC (2012), "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 Vibration, 11(3): 293-301.
4. Wen YK, Hwang H and Shinozuka M (1994), Development of Reliability-based Design Criteria for Buildings under Seismic Load, NCEER-94-0023. State University of New York at Buffalo.