Structural Aspects of Railway Truss Bridges Affecting Transverse Shear Forces in Steel-Concrete Composite Decks
At the steel-concrete interface, the horizontal shear forces that are transverse to cross beams occur due to joint action of the steel-concrete composite deck and the truss girders. Numerical analysis showed that values of the forces are big in comparison to the longitudinal shear forces. In both ca...
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| Format: | Article |
| Language: | English |
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Sciendo
2015-03-01
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| Series: | Civil and Environmental Engineering Reports |
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| Online Access: | http://www.degruyter.com/view/j/ceer.2014.15.issue-4/ceer-2014-0038/ceer-2014-0038.xml?format=INT |