RESPONSE-SURFACE APPROACH FOR RELIABILITY-ANALYSIS

[1] Astill C. J., 2007, J STRUCTURAL MECHANI, V1, P63, DOI DOI 10.1080/03601217208905333

[2] Augusti G., 1984, PROBABILISTIC METHOD

[3] BATHE KJ, 1981, ADINA FINITE ELEMENT

[4] BETHEA RM, 1985, STATISTICAL METHODS

[5] BOX GEP, 1978, STATISTICS EXPT

[6] METHODS OF NONLINEAR STOCHASTIC DYNAMICS FOR THE ASSESSMENT OF STRUCTURAL FRAGILITY [J]. NUCLEAR ENGINEERING AND DESIGN, 1985, 90 (03) : 341 - 356

[7] CASCIATI F, 1979, SIMULATION SYSTEMS 7

[8] Cochran W.G., 1957, EXPT DESIGN

[9] DASGUPTA G, 1985, 4TH P INT C STRUCT S, V2, P528

[10] DERKIUREGHIAN A, 1985, STRUCTURAL SAFETY ST

[1] Astill C. J., 2007, J STRUCTURAL MECHANI, V1, P63, DOI DOI 10.1080/03601217208905333

[2] Augusti G., 1984, PROBABILISTIC METHOD

[3] BATHE KJ, 1981, ADINA FINITE ELEMENT

[4] BETHEA RM, 1985, STATISTICAL METHODS

[5] BOX GEP, 1978, STATISTICS EXPT

[6] METHODS OF NONLINEAR STOCHASTIC DYNAMICS FOR THE ASSESSMENT OF STRUCTURAL FRAGILITY [J]. NUCLEAR ENGINEERING AND DESIGN, 1985, 90 (03) : 341 - 356

[7] CASCIATI F, 1979, SIMULATION SYSTEMS 7

[8] Cochran W.G., 1957, EXPT DESIGN

[9] DASGUPTA G, 1985, 4TH P INT C STRUCT S, V2, P528

[10] DERKIUREGHIAN A, 1985, STRUCTURAL SAFETY ST