Structural Behaviour of a Skewed Integral Bridge Affected by Different Parameters

This paper presents results of an investigation on the effects of different parameters on the structural behavior of a skewed integral bridge. Flow velocities affected the scour depths at the piles, and subsequently, affected the structural behavior of the bridge’s substructure. Different loading lo...

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Bibliographic Details
Main Authors: Shatirah Akib, Moatasem M. Fayyadh, Ismail Othman
Format: Article
Language:English
Published: Riga Technical University Press 2011-06-01
Series:The Baltic Journal of Road and Bridge Engineering
Subjects:
Online Access:https://bjrbe-journals.rtu.lv/article/view/3741
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