Reliability and optimization of structural systems '88: proceedings of the 2nd IFIP WG 7.5 Conference, London, UK, September 26-28, 1988
The present book contains 30 papers presented at the 2nd Working Conference on Reliability and Optimization of Structural Systems. The purpose of the Working Group was - to promote modern structural system optimization and reliability theory, - to advance international cooperation in the field of structural system optimization and reliability theory, - to stimulate research, development and application of structural system optimization and reliability theory, - to further the dissemination and exchange of information on reliability and optimization of structural system optimization and reliability theory, - to encourage education in structural system optimization and reliability theory.
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TimeVariant Reliability Analysis Utilizing Response Surface Approach
Iterative Elastic and Plastic Optimal Design of Steel Frames by a Mixed
Tadeusz Chmiclewski Marian Golczyk
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applied approach approximation ASCE assumed basic variables behaviour bound safety margins calculated coefficient of variation components computational considered constraints cooling tower correlation corresponding damage tolerance damage tolerant design dead load defined denotes design variables design wave deterministic Engineering equation estimated evaluated example failure elements failure modes failure probability Figure formula frame Gaussian given hypersphere importance sampling inspection integral jacket structure joint limit state function linear linear programming live load load effect load factors log-normal distribution lower bound safety matrix method nodal forces nodes nonlinear obtained offshore structures optimization optimum parameters plastic probabilistic probability density function probability of failure problem procedure random field random variables reliability index Reliability Theory safety factors secant method sequence simulation standard deviation stochastic stress Structural Reliability system failure system reliability analysis Table truss uncertainty University of Aalborg vector wave load yield conditions