1 |
Allaix, D.L. and Carbone, V.I. (2011), "An improvement of the response surface method", Struct. Saf., 33(2), 165-172.
DOI
|
2 |
Basaga, H.B., Bayraktar, A. and Kaymaz, I. (2012), "An improved response surface method for reliability analysis of structures", Struct. Eng. Mech., 42(2), 175-189.
DOI
|
3 |
Blatman, G. and Sudret, B. (2010), "An adaptive algorithm to build up sparse polynomial chaos expansions for stochastic finite element analysis", Prob. Eng. Mech., 25(2), 183-97.
DOI
|
4 |
Borri, A. and Speranzini, E. (1997), "Structural reliability analysis using a standard deterministic finite element code", Struct. Saf., 19(4), 361-382.
DOI
|
5 |
Bucher, C.G. and Bourgund, U. (1990), "A fast and efficient response surface approach for structural reliability problems", Struct. Saf., 7(1), 57-66.
DOI
|
6 |
Ditlevsen, O. and Madsen, H.O. (1996), Structural Reliability Methods, Chischester,Wiley, UK.
|
7 |
Duprat, F. and Sellier, A. (2006), "Probabilistic approach to corrosion risk due to carbonation via an adaptive response surface method", Prob. Eng. Mech., 21(3), 207-216.
DOI
|
8 |
Elegbede, C. (2005), "Structural reliability assessment based on particles swarm optimization", Struct. Saf., 27(2), 171-186.
DOI
|
9 |
Gavin, H.P. and Yau, S.C. (2008), "High-order limit state functions in the response surface method for structural reliability analysis", Struc. Saf., 30(2), 162-179.
DOI
|
10 |
Gayton, N., Bourinet, J.M. and Lemaire, M. (2003), "CQ2RS: a new statistical approach to the response surface method for reliability analysis", Struct. Saf., 25(1), 99-121.
DOI
|
11 |
Hasofer, A.M. and Lind, N.C. (1974), "Exact and invariant second-moment code format", J. Eng. Mech., ASCE, 100(1), 111-121.
|
12 |
Kaymaz, I. and Chris, A.M. (2005), "A response surface method based on weighted regression for structural reliability analysis", Prob. Eng. Mech., 20(1), 11-17.
DOI
|
13 |
Khuri, A.I. and Cornell, J.A. (1997), Response Surfaces: Design and Analyses, Marcel and Dekker, New York.
|
14 |
Kim, S. and Na, S. (1997), "Response surface method using vector projected sampling points", Struct. Saf., 19(1), 3-19.
DOI
|
15 |
Kiureghian, D.A., Lin, H.Z. and Hwang, S.J. (1987), "Second order reliability approximations", J. Eng. Mech., ASCE, 113(8), 1208-1225.
DOI
|
16 |
Rackwitz, R. and Fiessler, B. (1978), "Structural reliability under combined random load sequences", Comput. Struct., 9(5), 489-494.
DOI
|
17 |
Mohammadi, R., Massumi, A and Meshkat-Dini, A. (2015), "Structural reliability index versus behavior factor in RC frames with equal lateral resistance", Earthq. Struct., 8(5), 995-1016.
DOI
|
18 |
Myers, R.H. and Montgomery, D.C. (1995), Response Surface Methodology: Process and Product Optimization using Designed Experiments,Wiley, Chischester, UK.
|
19 |
Nguyen, X.S., Sellier, A., Duprat, F. and Pons, G. (2009), "Adaptive response surface method based on a double weighted regression technique", Prob. Eng. Mech., 24(2), 135-143.
DOI
|
20 |
Rajashekhar, M.R. and Ellingwood, B.R. (1993), "A new look at the response surface approach for reliability analysis", Struct. Saf., 12(3), 205-220.
DOI
|
21 |
Roussouly, N., Petitjean, F. and Salaun, M. (2013), "A new adaptive response surface method for reliability analysis", Prob. Eng. Mech., 32,103-15.
DOI
|
22 |
Su, G., Jiang, J., Yu, B. and Xiao, Y. (2015), "A Gaussian process-based response surface method for structural reliability analysis", Struct. Eng. Mech., 56(4), 507-534.
DOI
|
23 |
Wong, S.M., Hobbs, R.E. and Onof, C. (2005), "An adaptive response surface method for reliability analysis of structures with multiple loading sequences", Struct. Saf., 27(4), 287-308.
DOI
|
24 |
Zhao, W. and Qiu, Z. (2013), "An efficient response surface method and its application to structural reliability and reliability-based optimization", Finite Elem. Anal. Des., 67, 34-42.
DOI
|
25 |
Zhao, W., Qiu, Z. and Yang, Y. (2013), "An efficient response surface method considering the nonlinear trend of the actual limit state", Struct. Eng. Mech., 47(1), 45-58.
DOI
|