In this chapter two-dimensional frames under static loading and free vibrations are analyzed. The present formulation is a generalization of the previous Bernoulli beam in local coordinates. The stiffness and mass matrices are given by transformation of the same matrices in local coordinates by a matrix of rotation which is a function of the beam slope with respect to the horizontal axis.
Bernoulli 2D frames / Ferreira A.J.M.; Fantuzzi N.. - ELETTRONICO. - 157:(2020), pp. 105-121. [10.1007/978-3-030-47952-7_7]
Bernoulli 2D frames
Fantuzzi N.
2020
Abstract
In this chapter two-dimensional frames under static loading and free vibrations are analyzed. The present formulation is a generalization of the previous Bernoulli beam in local coordinates. The stiffness and mass matrices are given by transformation of the same matrices in local coordinates by a matrix of rotation which is a function of the beam slope with respect to the horizontal axis.File in questo prodotto:
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