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. The dynamic analysis of structures plays an important role in the design of structural systems. Unfortunately, mechanical properties are usually uncertain due to physical imperfections and model inaccuracies. Therefore, it is important to estimate the effects of these uncertainties on the structural dynamic response. Since information regarding structural parameters is often quite limited, the use of non-probabilistic approaches is deemed advisable to realistically characterize uncertainties. In the framework of these approaches, the interval method seems today the most widely adopted.

INTERVAL DYNAMIC RESPONSE OF DISCRETIZED STRUCTURES WITH UNCERTAIN-BUT-BOUNDED PARAMETERS