Time-Independent Reliability Analysis of Bridge System Based on Mixed Copula Models

Table 3

Distribution parameters of beams’ maximum live load effects in 32nd year.

Girder number	1	2	3	4	5	6	7	8	9
Mean value/kN⋅m	85.42	96.42	116.8	144.4	180.9	144.4	116.8	96.42	85.42
Standard deviation/kN⋅m	12.71	14.35	17.38	21.49	26.92	21.49	17.38	14.35	12.71