Tehničko veleučilište u Zagrebu · Zagreb

A new approach to deflection analysis of cantilever beam bridges

izvorni znanstveni rad

izvorni znanstveni rad

A new approach to deflection analysis of cantilever beam bridges

Vrsta prilog sa skupa (u zborniku)
Tip izvorni znanstveni rad
Godina 2004
Nadređena publikacija Proceedings of the Second International Conference on Bridge Maintenance, Safety and Management
Status objavljeno

Sažetak

The most complex problem in a cantilever bridge analysis is the calculation of deflection and defining the structure precamber. It has not been fully examined yet what altogether, in what way and in what amount has an impact on deflection. But, it is a fact that a big difference between calculated and subsequently measured deflections has been observed on the majority of such bridges constructed. In the paper, an analysis of causes of large deformation developments is made and the experiences and proposals for the design and calculation of such bridges are presented.

Ključne riječi

cantilever bridge; deflection