Titlebook: Reliability and Optimization of Structural Systems; Proceedings of the F P. Thoft-Christensen Conference proceedings 1987 Springer-Verlag B

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https://doi.org/10.1007/978-3-642-83279-6Glas; calibration; programming; simulation; structure

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Contribution to the Identification of Dominant Failure Modes in Structural Systems, in structural systems by using the branch-and-bound method. Finally, the validity of the proposed procedure is demonstrated by identifying the dominant failure modes which include the non-normal basic variables.

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On the Application of a Nonlinear Finite Element Formulation in Structural Systems Reliability,brief description is first given of a nonlinear computer program intended for progressive collapse analysis of space frame structures. The basic idea behind the program is to use only one finite element per physical element in the structure..Plastic interaction functions for stress resultants serve

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Fatigue Life Estimation under Random Overloads,ists in presentation of the delay time due to retardation effect associated with the overload peaks as a purely discontinuous Markov process. A numerical procedure based on the Kolmogarav-Feller integrodifferential equation is used to determine the probability of failure. Proposed model accounts for

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Reliability Analysis of Discrete Dynamic Systems under Non-Stationary Random Excitations,ned to withstand nonstationary random excitations. .e shall discuss this problem upon consideration the following four steps:.1) The description of an input space F, an output space Y and a linear opecator of the system should be estimated first. An equation of motion in a general sense takes form.w

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