In this paper new concepts and developments are presented for structural an
alysis involving uncertain parameters. Based on a classification of the unc
ertainties in structural analysis the uncertainty "fuzziness" is identified
and its quantification is demonstrated. On the basis of fuzzy set theory a
general method for fuzzy structural analysis is developed and formulated i
n terms of the alpha -level optimization with the application of a modified
evolution strategy. Every known analysis algorithm for the realistic simul
ation of load-bearing behavior may be applied in the fuzzy structural analy
sis in the sense of a deterministic fundamental solution. By way of example
, geometrically and physically nonlinear algorithms are adopted in the pres
ented study as a deterministic fundamental solution for the analysis of ste
el and reinforced concrete structures. The paper also describes coupling be
tween alpha -level optimization and the deterministic fundamental solution.