The exact vibration modes and natural frequencies of planar structures and mechanisms, comprised EulerโBernoulli beams, are obtained by solving a transcendental, non-linear, eigenvalue problem stated by the dynamic stiffness matrix (DSM). To solve this kind of problem, the most employed technique is
โฆ LIBER โฆ
A new methodology to obtain the exact solutions of isotropic plane beam subjected to arbitrary loads
โ Scribed by Lang Zhang; Puyun Gao; Dongxu Li; Xue Wang
- Publisher
- Elsevier Science
- Year
- 2010
- Tongue
- English
- Weight
- 190 KB
- Volume
- 37
- Category
- Article
- ISSN
- 0093-6413
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## Abstract This work presents analytical solutions for displacements caused by threeโdimensional point loads in a transversely isotropic full space, in which transversely isotropic planes are inclined with respect to the horizontal loading surface. In the derivation, the triple Fourier transforms
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