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Bounds on reliability of structural systems
Most civil engineering structural problems are characterized not by single random resistance subjected to single random load, but by complicated structural system exhibiting number of mutually dependent modes acted on by sequence of mutually dependent random loads; it is possible to determine, with relative ease, bounds on system reliability; bounds are derived for general conditions of modal resistance and load distribution including time-dependent cases; results are proved valuable by showing effect of such factors as number of modes, length of design life, and probabilistic dependence among entire modal resistances and among successive loads on reliability of system.
Bounds on reliability of structural systems
Most civil engineering structural problems are characterized not by single random resistance subjected to single random load, but by complicated structural system exhibiting number of mutually dependent modes acted on by sequence of mutually dependent random loads; it is possible to determine, with relative ease, bounds on system reliability; bounds are derived for general conditions of modal resistance and load distribution including time-dependent cases; results are proved valuable by showing effect of such factors as number of modes, length of design life, and probabilistic dependence among entire modal resistances and among successive loads on reliability of system.
Bounds on reliability of structural systems
ASCE -- Proc (J Structural Div)
Cornell, C.A. (author)
1967
30 pages
Article (Journal)
English
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