Estimation of High Structural Reliability Involving Nonlinear Dependencies Based on Linear Correlations

Table 4

Statistics of element properties for example 1.

Variable	Distribution	Unit	Mean value	Standard deviation
P1	Gumbel max	kN	133.454	40.04
P2	Gumbel max	kN	88.97	35.59
P3	Gumbel max	kN	71.175	28.47
E4	Normal	kN/m^2	2.173752 × 10^7	1.9152 × 10^6
E5	Normal	kN/m^2	2.379636 × 10^7	1.9152 × 10^6
I6	Normal	m^4	0.813443 × 10^−2	1.08344 × 10^−3
I7	Normal	m^4	1.150936 × 10^−2	1.298048 × 10^−3
I8	Normal	m^4	2.137452 × 10^−2	2.59609 × 10^−3
I9	Normal	m^4	2.596095 × 10^−2	3.028778 × 10^−3
I10	Normal	m^4	1.081076 × 10^−2	2.596095 × 10^−3
I11	Normal	m^4	1.410545 × 10^−2	3.46146 × 10^−3
I12	Normal	m^4	2.327853 × 10^−2	5.624873 × 10^−3
I13	Normal	m^4	2.596095 × 10^−2	6.490238 × 10^−3
A6	Normal	m^2	0.312564	0.055815
A7	Normal	m^2	0.3721	0.07442
A8	Normal	m^2	0.50606	0.093025
A9	Normal	m^2	0.55815	0.11163
A10	Normal	m^2	0.253028	0.093025
A11	Normal	m^2	0.29116825	0.10232275
A12	Normal	m^2	0.37303	0.1209325
A13	Normal	m^2	0.4186	0.195375