Analytical calculation of the fundamental oscillation frequency of a multi-dome roof

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The object of the study is a spatial model of a statically determinate truss of a regular type, consisting of separate domed hexagonal trusses connected in a row. Truss eigenfrequencies are investigated.

Spatial truss, natural vibrations, lower frequency estimate, dunkerley method, induction, frequency spectrum

Короткий адрес: https://sciup.org/143182699

IDR: 143182699   |   DOI: 10.4123/CUBS.109.6

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