Abstract
Regardless of their simplicity, all structures have an infinite number of degrees of freedom (d.o.f.) when subjected to dynamic loading. One of the main objectives in selecting a mathematical model is to reduce the infinite d.o.f. system to a model with a limited number of d.o.f. which capture the significant physical behaviour of the system.
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© 1993 Springer-Verlag London Limited
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Leung, A.Y.T. (1993). Dynamic Substructures. In: Dynamic Stiffness and Substructures. Springer, London. https://doi.org/10.1007/978-1-4471-2026-1_3
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DOI: https://doi.org/10.1007/978-1-4471-2026-1_3
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