BUCHER C G, BOUGUND U.A Fast and Efficient Response Surface Approach for Structural Reliability Problem[J].Structural Safety, 1990, 7(1):57-66.
[3]
SCHELLER G I.On Efficient Computational Scheme to Calculate Structural Failure Probability[J].Prob-ability Engineering Mechanics, 1989, 4(1):10-18.
[4]
CHEN Zu-yu, MORGENSTERN N R.Extensions to the Generalized Method of Slices for Stability Analysis[J].Canadian Geotechnical Journal, 1983, 20(1):104-119.
CHEN Zu-yu, WANG Xiao-gang, YANG Jian, et al.Stability Analysis of Rock Slope－Principle, Method and Process[M].Beijing:China Water Power Press, 2005.
[8]
SHUAI Chang-bin, ZHANG Yin-long, CHANG Da-min, et al.Response Surface Method and Its Application in the Reliability Approximate Calculation of Bridge Deck Structural System[J].China Journal of Highway and Transport, 2003, 16(3):52-57.
SU Yong-hua, HE Man-chao.Simplified Calculation of Reliability Index in Response Surface Method by Point Estimation of Probability Moment[J].Engin-eering Mechanics, 2007, 24(7):11-15.
[11]
FARAVELLI L.Response-surface Approach for Reliability Analysis[J].Journal of Engineering Mechanics, 1989, 115(12):2763-2781.
[12]
LIU Ning.Reliability Degree Random FEM and Its Engineering Application[M].Beijing:China Water Power Press, 2001.
[13]
RAJASHEKHAR M R, ELLINGWOOD B R.A New Look at the Response Surface Approach for Reliabil-ity Analysis[J].Structural Safety, 1993, 12(3):205-220.
[14]
LIU Y W, MOSES F.A Sequential Response Surface Methods and Its Application in the Reliability Analysis of Aircraft Structural System[J].Structural Safety, 1994, 16(1/2):39-46.
[15]
MORGENSTERN N R, PROCES V.The Analysis of the Stability of General Slip Surface[J].Geotechnique, 1965, 15(1):79-93.
[16]
KANG Ya-ming, YANG Ming-cheng, HU Yan-xiang, et al.3-D FEM Analysis of Slope Stability Based on Gravity Increase Method[J].Journal of Architecture and Civil Engineering, 2006, 23(4):49-53.
