ereprof. dr. ir. Philippe Van Bogaert
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Brace arrangement, node stiffening and connection of springs of steel tubular arch bridges
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- Journal Article
- A2
- open access
Continuous prestress in launched extradosed bridges
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Buckling design approach for unstiffened curved plates in uniform shear
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Influence of slenderness ratio on the buckling behaviour of curved panels in pure shear
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Rotational stiffness of tubular steel-concrete connection for arch bridges
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Rotational stiffness of tubular steel-concrete connection for arch-bridges
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Structural response of a tunnel lining to water level fluctuations of a tidal river
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Post-failure torsion capacity and robustness of encased tubular arch spring connections
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Composition, condition and load-carrying capacity of the early age steel Ghent floralia exposition hall
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- Conference Paper
- C1
- open access
Influence of curved web closed steel sections in bridge design
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- Conference Paper
- C1
- open access
Experimental verification of buckling of curved web close steel section
(2018) p.1-10 -
Fabrication and construction of a hexagonal section steel arch bridge
(2018) p.86-86 -
Fabrication and construction of a hexagonal section steel arch bridge
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- Conference Paper
- C1
- open access
Fatigue damage and repair of an orthotropic plated bridge deck after 23 years of service
(2018) p.1-10 -
Fatigue damage and repair of an orthotropic plated bidge deck after 23 years of service
(2018) p.73-73 -
- Conference Paper
- C1
- open access
Buckling of curved webs in steel box girders
(2018) p.15-22 -
Experimental verification of buckling of curved web close steel section
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Determining the critical slenderness of concrete arch bridges by the nominal stiffness method
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Refurbishment of a heritage concrete tied arch bridge across river Lys
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Concrete arch stability by the nominal stiffness method
(2017) p.397-404