A new approach to deflection analysis of cantilever beam bridges (CROSBI ID 504357)
Prilog sa skupa u zborniku | izvorni znanstveni rad | međunarodna recenzija
Podaci o odgovornosti
Radić, Jure ; Gukov, Igor ; Meštrović, Darko
engleski
A new approach to deflection analysis of cantilever beam bridges
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.
cantilever bridge; deflection
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Podaci o prilogu
941-942 (CD)-x.
2004.
objavljeno
Podaci o matičnoj publikaciji
Proceedings of the Second International Conference on Bridge Maintenance, Safety and Management
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Kyoto: Balkema Publishers
Podaci o skupu
Second International Conference on Bridge Maintenance, Safety and Management
predavanje
01.01.2004-01.01.2004
Kyoto, Japan