ereprof. dr. ir. Philippe Van Bogaert
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Fatigue resistance of steel arch bridge hanger connection plates due to transverse welding
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Out-of-plane buckling of arches with rectangular cross-sections and curved webs
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- Conference Paper
- C1
- open access
Arch buckling conditions, due to axial rotation with limited torsional stiffness at the springs
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- Conference Paper
- C1
- open access
The valuted cover of river Scheldt as part of the Zollikofer-De Vigne plan in Ghent
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Concepts for walkable coverings of historic site
(2021) IABSE Congress : Structural Engineering for Future Societal Needs. In IABSE Congress Reports 21. p.1110-1117 -
Gentse bruggen : verbonden door tijd en techniek
(2021) -
Introduction : special issue on recent structures in Belgium and The Netherlands
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Critical phenomena for footbridges, covering historic sites
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Usefulness of internal welds of nodes in hollow core profile truss bridges
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Ultimate shear load capacity of cross-sectional curved steel webs