Melchers R E.S tructu ralreliability:analysis and prediction[M].2nd ed.John Wiley,NewYork,N Y.1999.
[5]
ZienkiewiczO C,Taylor,R L.The finite element method[M].5th ed.,Butterworth Heinemann,Oxford,U.K.2000.
[6]
Der Kiureghian A,Taylor R L.Numerical methodsin structuralre liability[C]//Fourth International Conferenceon Applications of Statistics and Probability in Soil and Structural Engineering,Florence,Italy,June 1983:769-784.
[7]
Der Kiureghian A,Ke J-B.The stochastic finite element method in structural reliability[J].Probabilistic Engineering Mechanics,1988,3(2):83-91.
[8]
Haldar A,Mahadevan S.Reliability assessment using stochastic finiteelement analysis[M].Wiley,NewYork.2000.
Chen W F,Kim S-E.LR FD steel design using advanced an alysis[M].NewYork:CRC Press,1997.
[16]
Chan S-L,Chui PPT.Non-linear static and cyclic analysis of steel frames with semi-rigidconnections[M].Elsevie,r2000.
[17]
Neuenhofer A,Filippou F C.Evaluation of nonlinear frame finite-element models[J].Journal of Structural Engineering,ASCE,1997; 123:958-966.
[18]
Spacone E,Filippou F C,Taucer F F.Fibre beam-colum n element for nonlinear analys is of R/C frames.Part I:Form ulation[J].Earthquake Engineering and Structural Dynamics,1996; 25:711-725.
[19]
Spacone E,Filippou F C,Taucer F F.Fibrebeam-columnelem ent for nonlinear an alysis of R/C frames.Part II[J]:Application.Earthquake Engineering and Structural Dynamics,1996; 25:727-742.
[20]
KleiberM,et al.Parameter sensitivity in nonlinear mechanics:Theory and finite element computations[M].NewYork:Wiley,1997.
[21]
Franchin P.Reliability of uncertain inelastic structures under earthquakeexcitation [J].Journal of Engineering Mechanics,ASCE,2004; 130:180-19
