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This paper addresses the important question in structural analysis how to efficiently model the eigen-vibrations of the spatial structures with random physical and/or geometrical parameters. The entire computational methodology is based on the traditional Finite Element Method enriched with the stochastic perturbation technique in its generalized nth order(More)
I introduce axiomatically infinite sequential games that extend von Neumann and Kuhn's classic axiomatic frameworks. Within this setup, I define a modified backward induction procedure that is applicable to all games. A strategy profile that survives backward pruning is called a backward induction equilibrium (BIE). The main result compares the sets of BIE(More)
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