ereprof. dr. ir. Philippe Van Bogaert
Show
Sort by
-
- Journal Article
- open access
Unexpected flange crippling of a newly built cyclist bridge
-
- Journal Article
- open access
Opening gates in flood protection barriers along the North Sea Coast
-
- Journal Article
- open access
The Influence of Rib Distortion on the fatigue resistance of orthotropic plated bridge decks
-
- Journal Article
- open access
Load‐carrying capacity of Vierendeel bridges in Mechelen
-
Biaxial fatigue due to distortion effect in ribs of orthotropic steel bridge deck
-
Assessment methods for load carrying capacity of brickwork or natural stone masonry vaulted arch bridges
-
Deformation compatibility during erection of steel bridges: case of a 2-span railway truss bridge
-
Comparing cable-supported to arch structures footbridges across historic sites
-
Fatigue resistance of steel arch bridge hanger connection plates due to transverse welding
-
Service life extenstion of early age steel bridges by reducing dead weight
-
Connecting tubular members by circular cover plate and central flange
-
Effectiveness of incomplete welds in nodes of bridge truss girder nodes with hollow core profile members
-
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
-
Fatigue resistance of steel arch bridge hanger connection plates due to transverse welding
-
Relating stress concentrations in triangular steel bridge piers to simple beam models
-
- Conference Paper
- C1
- open access
End connections of tubular members by circular plate and central flange
-
- Conference Paper
- C1
- open access
Nodes of hollow core profile truss bridges with incomplete welds
-
- Conference Paper
- C3
- open access
Experimental verification of cross-sectional curved steel plates in shear
-
- Conference Paper
- C1
- open access
Low flood protective barriers along a North-Sea coastline
-
Explaining various types of flanges crippling of steel box section continuous footbridge during erection
-
Out-of-plane buckling of arches with rectangular cross-sections and curved webs
-
Concepts for walkable coverings of historic site
(2021) IABSE Congress : Structural Engineering for Future Societal Needs. In IABSE Congress Reports 21. p.1110-1117 -
Introduction : special issue on recent structures in Belgium and The Netherlands
-
Gentse bruggen : verbonden door tijd en techniek
(2021) -
Ultimate shear load capacity of cross-sectional curved steel webs
-
Elastic-, inelastic and plastic buckling of curved shear webs in closed box girders with vertical stiffeners
-
Usefulness of internal welds of nodes in hollow core profile truss bridges
-
- Conference Paper
- C1
- open access
Arch buckling conditions, due to axial rotation with limited torsional stiffness at the springs
-
- Conference Paper
- C1
- open access
The valuted cover of river Scheldt as part of the Zollikofer-De Vigne plan in Ghent
-
Critical phenomena for footbridges, covering historic sites
-
- Conference Paper
- C1
- open access
Considerations of the application of eurocodes 2 and 4 for concrete bridges
-
- Conference Paper
- C1
- open access
Torsional stiffness as an influence parameter on arch stability
-
Unusual composition and load-carrying capacity of a 100 -year old early age steel exposition hall
-
Axial rotation of steel tubular arch springs connected to concrete abutment
-
Load-carrying capacity of the early age steel Ghent Floralia Exposition Hall
-
- Conference Paper
- C1
- open access
Typologies for walkable covers of historic sites
-
Verification of mode shapes by experimental test results for plate assemblies with cross-sectional curved webs
-
- Conference Paper
- C1
- open access
Preservation of historic steel bridges in view of alternative use
-
Brace arrangement, node stiffening and connection of springs of steel tubular arch bridges
-
- Journal Article
- A2
- open access
Continuous prestress in launched extradosed bridges
-
Buckling design approach for unstiffened curved plates in uniform shear
-
Influence of slenderness ratio on the buckling behaviour of curved panels in pure shear
-
Rotational stiffness of tubular steel-concrete connection for arch bridges
-
Rotational stiffness of tubular steel-concrete connection for arch-bridges
-
- Conference Paper
- C1
- open access
Influence of curved web closed steel sections in bridge design
-
Structural response of a tunnel lining to water level fluctuations of a tidal river
-
Post-failure torsion capacity and robustness of encased tubular arch spring connections
-
Composition, condition and load-carrying capacity of the early age steel Ghent floralia exposition hall
-
- 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
-
- 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
-
Determining the critical slenderness of concrete arch bridges by the nominal stiffness method
-
Refurbishment of a heritage concrete tied arch bridge across river Lys
-
Concrete arch stability by the nominal stiffness method
(2017) p.397-404 -
- Conference Paper
- C3
- open access
Concrete arch stability by the nominal stiffness method
(2017) p.451-451 -
Impact of tidal level fluctuations on the structural behaviour of a segmental tunnel lining
-
Measuring residual stresses in orthotropic steel decks using the incremental hole-drilling technique
-
La gare centrale d'anvers, une cathédrale ferroviare pour une renaissance urbaine
-
- Conference Paper
- C1
- open access
Influence of arch bridge skewness
-
- Conference Paper
- C1
- open access
Edge clamping effect on the fatigue resistance of an orthotropic steel bridge deck
-
- Conference Paper
- C1
- open access
Asymmetrical cross sections in historic riveted bridges
-
Development of a fatigue experiment for the stiffener-to-deck plate connection in Orthotropic Steel Decks
-
- Book Chapter
- open access
Frost damage and restoration of limestone domes and spheres in a heritage building
-
- Conference Paper
- C1
- open access
Condition and future use of early age steel bridges in a historic city
(2017) p.208-219 -
Monitoring the structural response of the Liefkenshoek rail tunnel to tidal level fluctuations
-
Laser scanning for precise ovalization measurements : standard deviations and smoothing levels
-
Reinstallation of tramways accross a 100 year portal frame bridge
-
Experiences with orthotropic plated bridge decks for high speeds
-
Assessment of the residual stress distribution of a welded stiffener-to-deck plate connection of an orthotropic steel deck using hole-drilling
-
Load-carrying capacity of two 110 year old steel portal frame bridges
-
Assessment and repair of a historic brickwork covering of river Scheldt
-
Refurbishment of masonry arch bridge due to insufficient load capacity
-
Fatigue strenght application of fracture mechanics to orthotropic steel decks
-
Determining residual stresses in welded connections of orthotropic steel bridge decks with a hole-drilling technique
-
Refurbishment of the masonry arch on Merxem street bridge
-
Quantification of installation inaccuracies and their effect on the design of segmental tunnel linings
-
Determining residual stresses in welded connections of orthotropic steel bridge decks with a hole-drilling technique
-
- Conference Paper
- C3
- open access
Refurbishment of the masonry arch on Merxem street bridge
-
- Conference Paper
- C3
- open access
Quantification of installation inaccuracies and their effect on the design of segmental tunnel linings
-
Framed or triangular brace arrangements in tubular arches
-
Framed or triangular brace arrangements in tubular arches
-
Frost damage and restoration of limestone domes and spheres heritage buildings
-
Bridges that may have collapsed according to Codes
-
LEFM based fatigue design for welded connections in orthotropic steel bridge decks
-
Design considerations of segmental tunnel linings in assembly stage
-
Design considerations of segmental tunnel linings in assembly stage
-
Determining the SCFs of tubular bridge joints with an alternative method
-
- Conference Paper
- C1
- open access
Influence of temperature effects in steel box girders
-
- Conference Paper
- C3
- open access
Influence of temperature effects in steel box girders
-
- Conference Paper
- C1
- open access
Monitoring of movable steel truss bridges
-
- Conference Paper
- C1
- open access
Improved fatigue assessment techniques of connecting welds in orthotropic bridge decks
-
- Conference Paper
- C1
- open access
Monitoring of railway viaducts and bridges
-
Buckling design of steel tied-arch bridges
-
- Conference Paper
- C1
- open access
Design and construction of a two-hinged steel arch bridge alongside historic brickwork vaults
-
Load-carrying capacity of unbraced historic concrete tied-arch bridges