Statistical significance of less common load combinations

Journal of Bridge Engineering

Volumn 12, Issue 3, 2007, Pages 389-393

  Hida, Susan E ^a  

^a CALIFORNIA DEPARTMENT OF TRANSPORTATION   (United States)

Author keywords

Bridge loads; Distribution functions; Earthquake loads; Load and resistance factor design; Load combinations; Probability; Statistics

Indexed keywords

BRIDGE LOADS; EARTHQUAKE LOADS; LOAD AND RESISTANCE FACTOR DESIGN; LOAD COMBINATIONS;

DISTRIBUTION FUNCTIONS; POISSON DISTRIBUTION; PROBABILITY; SEISMIC RESPONSE; STATISTICAL METHODS; TIME DOMAIN ANALYSIS;

STRUCTURAL LOADS;

EID: 34247200554     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2007)12:3(389)     Document Type: Article

References (6)

1. AASHTO. (2004). AASHTO LRFD bridge design specifications, 3rd Ed., Washington, D.C.
2. AASHTO. (2005). AASHTO LRFD bridge design specifications, 2006 Interims, Washington, D.C.
3. Ang, H-S., and Tang, W. H. (1975). Probability concepts in engineering planning and design. Vol. 1: Basic principles, Wiley, New York.
4. Ghosn, M., Moses. F., and Wang, J. (2003). "Design of highway bridges for extreme events." NCHRP Rep. 489, Transportation Research Board of the National Academies, Washington, D.C.
5. Moses, F. (2001). "Calibration of load factors for LRFD bridge evaluations." NCHRP Rep. 454, Transportation Research Board of the National Academies, Washington, D.C.
6. Novak, A. S. (1999). "Calibration of LRFD bridge design code." NCHRP Rep. 368, Transportation Research Board of the National Academies, Washington, D.C.