AASHTO Guide specification for LRFD seismic bridge design[S].1sted.,Washington,DC.,2009.
[3]
Susan E Hida.Statistical significance of less common load combinations[J].Journal of Bridge Engineering,2007,12(3):389-392.
[4]
Novak A S.NCHRP Reporta.368:Calibration of LRFD bridge design code[R].Transportation Research Board of the National Academies,Wash-ington,D.C.,1999.
[5]
Lee C.G.,Liang Z.,et al.A framework for development of muti-hazard load and resistance factor design[R].MCEER Technical Report,2012.(in press)
[6]
Melchers R E.Structural reliability:analysis and prediction[M].John Wiley ＆ Sons,NewYork,NY,1999.
[7]
Armen Der Kiureghian.Non-ergodicity and PEER’s framework equation[J].Earthquake Engineering and Structural Dynamics,2005,34(13):1643-1652.
[8]
Soong T T.Fundamentals of probability and statistics for engineers[M].State University of New York at Buffalo,Buffalo,NewYork,USA,2004.
[9]
Moses F.Calibration of load factors for LRFD bridge evaluations[R].NCHRP Rep.454,Transportation Research Board of the National Acade-mies,Washington,D.C.,2001.
