The end-graph approach to solving problems of the dynamics of beam structures
DOI:
https://doi.org/10.15802/stp2008/16505Keywords:
end-graph approach, dynamics of beam structuresAbstract
On the basis of a linear graph theory, a method of initial parameters and associated matrices the universal analytical approach to calculation of free and forced vibrations of rod constructions is offered. A formal one-to-one correspondence between the structure of a construction and the structure of obtained equations is shown. Features of representation of the graph for modeling of joint vibrations of rod systems are researched.
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