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A new approach to deflection analysis of cantilever beam bridges (CROSBI ID 504357)

Prilog sa skupa u zborniku | izvorni znanstveni rad | međunarodna recenzija

Radić, Jure ; Gukov, Igor ; Meštrović, Darko A new approach to deflection analysis of cantilever beam bridges // Proceedings of the Second International Conference on Bridge Maintenance, Safety and Management / * (ur.). Kyoto: Balkema Publishers, 2004. str. 941-942 (CD)-x

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

*

Kyoto: Balkema Publishers

Podaci o skupu

Second International Conference on Bridge Maintenance, Safety and Management

predavanje

01.01.2004-01.01.2004

Kyoto, Japan

Povezanost rada

Građevinarstvo