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Service life extenstion of early age steel bridges by reducing dead weight
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Connecting tubular members by circular cover plate and central flange
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Effectiveness of incomplete welds in nodes of bridge truss girder nodes with hollow core profile members
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Relating stress concentrations in triangular steel bridge piers to simple beam models
(2022) IABSE Symposium Prague 2022 : challenges for existing and oncoming structures. In IABSE Reports 118. p.1660-1667 -
The effect of undue transverse welding on the fatigue resistance of hanger connections of steel tied arch bridges
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Fatigue resistance of steel arch bridge hanger connection plates due to transverse welding
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Relating stress concentrations in triangular steel bridge piers to simple beam models
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- Conference Paper
- C1
- open access
End connections of tubular members by circular plate and central flange
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- Conference Paper
- C1
- open access
Nodes of hollow core profile truss bridges with incomplete welds
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- Conference Paper
- C3
- open access
Experimental verification of cross-sectional curved steel plates in shear