Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Choice of optimum level of structural safety for one type of failure is formulated on basis of minimum expected loss criterion applied to idealized basic scheme; limits of sensitivity to initial costs are introduced and shown to lead to limits on sensitivity to failure probability; rigorous decision is compared to approximate criterion based on effectively zero failure probability for variety of cases; in many practical situations simple criterion is at worst slightly conservative approximation to formal solution.
Choice of optimum level of structural safety for one type of failure is formulated on basis of minimum expected loss criterion applied to idealized basic scheme; limits of sensitivity to initial costs are introduced and shown to lead to limits on sensitivity to failure probability; rigorous decision is compared to approximate criterion based on effectively zero failure probability for variety of cases; in many practical situations simple criterion is at worst slightly conservative approximation to formal solution.
Choice of failure probabilities
ASCE -- Proc (J Structural Div)
Turkstra, C.J. (Autor:in)
1967
12 pages
Aufsatz (Zeitschrift)
Englisch
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