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Biaxial fatigue due to distortion effect in ribs of orthotropic steel bridge deck
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Assessment methods for load carrying capacity of brickwork or natural stone masonry vaulted arch bridges
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Deformation compatibility during erection of steel bridges: case of a 2-span railway truss bridge
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Comparing cable-supported to arch structures footbridges across historic sites
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- Journal Article
- open access
Unexpected flange crippling of a newly built cyclist bridge
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- Journal Article
- open access
Opening gates in flood protection barriers along the North Sea Coast
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- Journal Article
- open access
The Influence of Rib Distortion on the fatigue resistance of orthotropic plated bridge decks
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- Journal Article
- open access
Load‐carrying capacity of Vierendeel bridges in Mechelen
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Fatigue resistance of steel arch bridge hanger connection plates due to transverse welding
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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
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- Conference Paper
- C1
- open access
Low flood protective barriers along a North-Sea coastline