Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Francesca Pancella"'
Autor:
Francesca Pancella, Angelo Luongo
Publikováno v:
Applied Sciences, Vol 14, Iss 7, p 2848 (2024)
A new method for evaluating the effective flange width of simply supported rectangular box-girders in bending is illustrated. It aims to overcome the lack in the literature of a general method able to supply the effective flange width for a general d
Externí odkaz:
https://doaj.org/article/69fd509f5be94543a3aa36b3e02716d8
Publikováno v:
Journal of Applied and Computational Mechanics, Vol 7, Iss Special Issue, Pp 1049-1069 (2021)
The linear galloping of prismatic structures having double-symmetric cross-section, subjected to steady wind flow acting along a symmetry axis, is investigated. The continuous system is reduced to a three degree-of-freedom system via a Galerkin appro
Externí odkaz:
https://doaj.org/article/752817fdbca349c8952c3484bb4bd2a4
Autor:
Francesca Pancella, Angelo Luongo
Publikováno v:
Applied Sciences, Vol 11, Iss 6, p 2501 (2021)
A simple and efficient method is proposed for the analysis of twist of rectangular box-girder bridges, which undergo distortion of the cross section. The model is developed in the framework of the Generalized Beam Theory and oriented towards semi-ana
Externí odkaz:
https://doaj.org/article/598b30a5d6ab475ea289dded1d39c31f
Autor:
Pancella, Francesca, Luongo, Angelo
Publikováno v:
Applied Sciences (2076-3417); Apr2024, Vol. 14 Issue 7, p2848, 19p
Publikováno v:
Applied Sciences (2076-3417); 3/15/2021, Vol. 11 Issue 6, p2501, 30p
This book overcomes the separation existing in literature between the static and the dynamic bifurcation worlds. It brings together buckling and post-buckling problems with nonlinear dynamics, the bridge being represented by the perturbation method,
