 A design method in which appropriate levels of structural reliability are provided, on a structural element (member) basis, by the specification of a number of partial safety factors related to some pre-defined characteristic values of the basic variables....  ONR Far East Scientific Bulletin - 13. lappuse1987Pilnskats - Par šo grāmatu
 | Leonard Hollaway - 1990 - 304 lapas
...Level 1: A semi-probabilistic design method in which appropriate levels of reliability are provided by the specification of a number of partial safety factors related to nominal values of the basic variables. if sufficient statistical data for the basic variables are available... | |
 | G.P.T.M. van Santvoort - 1994 - 614 lapas
...strength. - Level I: a design method in which appropriate levels of structural reliability are provided, by the specification of a number of partial safety...related to some pre-defined characteristic values of basic variables. - Level II: a design method using simplified probability density functions for load... | |
 | L C Hollaway - 1994 - 356 lapas
...Level 1: a semi-probabilistic design method in which appropriate levels of reliability are provided by the specification of a number of partial safety factors related to nominal values of the basic variables. Level 3 concepts are used primarily in research. Design codes... | |
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