Simplified Calculation of Shear Rotations for First-Order Shear Deformation Theory in Deep Bridge Beams

Nodal rotations are produced by bending and shear effects and bending rotations can be easily calculated using Euler–Bernoulli’s stiffness matrix method. Nevertheless, shear rotations are traditionally neglected, as their effects are practically negligible in most structures. This assumption might l...

Täydet tiedot

Bibliografiset tiedot

Päätekijät:	Seyyedbehrad Emadi, Haiying Ma, Jose Antonio Lozano-Galant, Jose Turmo
Aineistotyyppi:	Artigo
Kieli:	Inglês
Julkaistu:	MDPI AG 2023-03-01
Sarja:	Applied Sciences
Aiheet:	structural system identification observability method shear rotation Timoshenko’s beam theory direct analysis inverse analysis
Linkit:	https://www.mdpi.com/2076-3417/13/5/3362
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