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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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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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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
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Explaining various types of flanges crippling of steel box section continuous footbridge during erection
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Out-of-plane buckling of arches with rectangular cross-sections and curved webs
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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 -
Introduction : special issue on recent structures in Belgium and The Netherlands
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Gentse bruggen : verbonden door tijd en techniek
(2021) -
Ultimate shear load capacity of cross-sectional curved steel webs
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Elastic-, inelastic and plastic buckling of curved shear webs in closed box girders with vertical stiffeners
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Usefulness of internal welds of nodes in hollow core profile truss bridges
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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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Critical phenomena for footbridges, covering historic sites
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- Conference Paper
- C1
- open access
Considerations of the application of eurocodes 2 and 4 for concrete bridges
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- Conference Paper
- C1
- open access
Torsional stiffness as an influence parameter on arch stability
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Unusual composition and load-carrying capacity of a 100 -year old early age steel exposition hall
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Axial rotation of steel tubular arch springs connected to concrete abutment
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Load-carrying capacity of the early age steel Ghent Floralia Exposition Hall
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- Conference Paper
- C1
- open access
Typologies for walkable covers of historic sites
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Verification of mode shapes by experimental test results for plate assemblies with cross-sectional curved webs
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- Conference Paper
- C1
- open access
Preservation of historic steel bridges in view of alternative use
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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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- Conference Paper
- C1
- open access
Influence of curved web closed steel sections in bridge design
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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
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 -
- 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
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Measuring residual stresses in orthotropic steel decks using the incremental hole-drilling technique
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La gare centrale d'anvers, une cathédrale ferroviare pour une renaissance urbaine
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- Conference Paper
- C1
- open access
Influence of arch bridge skewness
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- Conference Paper
- C1
- open access
Edge clamping effect on the fatigue resistance of an orthotropic steel bridge deck
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- Conference Paper
- C1
- open access
Asymmetrical cross sections in historic riveted bridges
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Development of a fatigue experiment for the stiffener-to-deck plate connection in Orthotropic Steel Decks
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- Book Chapter
- open access
Frost damage and restoration of limestone domes and spheres in a heritage building
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- 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
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Laser scanning for precise ovalization measurements : standard deviations and smoothing levels
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Reinstallation of tramways accross a 100 year portal frame bridge
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Experiences with orthotropic plated bridge decks for high speeds
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Assessment of the residual stress distribution of a welded stiffener-to-deck plate connection of an orthotropic steel deck using hole-drilling
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Load-carrying capacity of two 110 year old steel portal frame bridges
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Assessment and repair of a historic brickwork covering of river Scheldt
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Refurbishment of masonry arch bridge due to insufficient load capacity
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Fatigue strenght application of fracture mechanics to orthotropic steel decks
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Determining residual stresses in welded connections of orthotropic steel bridge decks with a hole-drilling technique
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Refurbishment of the masonry arch on Merxem street bridge
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Quantification of installation inaccuracies and their effect on the design of segmental tunnel linings
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Determining residual stresses in welded connections of orthotropic steel bridge decks with a hole-drilling technique
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- Conference Paper
- C3
- open access
Refurbishment of the masonry arch on Merxem street bridge
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- Conference Paper
- C3
- open access
Quantification of installation inaccuracies and their effect on the design of segmental tunnel linings
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Framed or triangular brace arrangements in tubular arches
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Framed or triangular brace arrangements in tubular arches
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Frost damage and restoration of limestone domes and spheres heritage buildings
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Bridges that may have collapsed according to Codes
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LEFM based fatigue design for welded connections in orthotropic steel bridge decks
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Design considerations of segmental tunnel linings in assembly stage
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Design considerations of segmental tunnel linings in assembly stage
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Determining the SCFs of tubular bridge joints with an alternative method
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- Conference Paper
- C1
- open access
Influence of temperature effects in steel box girders
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- Conference Paper
- C3
- open access
Influence of temperature effects in steel box girders
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- Conference Paper
- C1
- open access
Monitoring of movable steel truss bridges
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- Conference Paper
- C1
- open access
Improved fatigue assessment techniques of connecting welds in orthotropic bridge decks
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- Conference Paper
- C1
- open access
Monitoring of railway viaducts and bridges
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Buckling design of steel tied-arch bridges
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- Conference Paper
- C1
- open access
Design and construction of a two-hinged steel arch bridge alongside historic brickwork vaults
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Load-carrying capacity of unbraced historic concrete tied-arch bridges
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Strain gauge measurements to support research of steel structures
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Determining geometric out-of-plane imperfections in steel tied-arch bridges using strain measurements
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Methodology for the ovalization monitoring of newly built circular train tunnels based on laser scanning: Liefkenshoek Rail Link (Belgium)
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Investigation of uplift impact forces on a vertical wall with an overhanging horizontal cantilever slab
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- Journal Article
- A1
- open access
Terrestrial laser scanning as a key element in the integrated monitoring of tidal influences on a twin-tube concrete tunnel
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Refurbishment of the masonry arch railway bridge Merxem Street
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Shear strength of hexagonal section members of portal frame steel bridge
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Buckling strength of curved bridge girder web panels, including residual stress
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Limiting slenderness values of smaller concrete tied arch bridges
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Buckling strength of curved bridge girder web panels, including residual stress
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Limiting slenderness values of smaller concrete tied arch bridges
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Shear strength of hexagonal section members of portal frame steel bridge
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Effect of residual stress on the shear buckling strength of curved web bridge girder panels
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Influence of temperature effects in steel box girders
(2014) p.1-1 -
Influence of temperature effects in steel box girders
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Improved fatigue assessment techniques of connecting welds in orthotropic bridge decks
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Monitoring of movable steel truss bridges
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Monitoring of railway viaducts and bridges
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The effect of residual stresses in fillet welds on the fatigue behavior: a LEFM approach
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Refurbishment of the masonry arch railway bridge Merxem Street
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Effect of residual stress on the shear buckling strength of curved web bridge girder panels
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- Conference Paper
- C1
- open access
Assessment of the tidal influences on tunnels based on different monitoring techniques : laser scanning, levelling and strain gauges
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Comparing two types of fatigue and tsunami resisting medium span bridges
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Buckling resistance with combined shear of steel curved bridge girder webs
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Torsion clamping by prestressing bars of an arch bridge in concrete abutment
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Torsion clamping by prestressing bars of an arch bridge in concrete abutment
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Load-carrying capacity and refurbishment of a historic RC Vierendeel bridge
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- Book Chapter
- open access
Fracture mechanics as an improvement of fatigue life assessment in orthotropic bridge decks
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Strain gauge measurements of the precast concrete lining of a shield-driven tunnel
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Weld penetration in orthotropic steel bridges
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Hot-spot stress determination of tubular arch bridge joints using strain gauges
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Influence of wearing courses on fatigue life of orthotropic bridge decks
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Fatigue life assessment of orthotropic bridge decks based on fracture mechanics
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Widening of an existing concrete girder railway bridge with an asymmetric steel section for an additional track
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Monitoring during construction projects of movable bridges and harbour locks
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Fracture mechanics as an improvement of fatigue life assessment in orthotropic bridge decks
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Structural assessment of the integrated steel fly-overs widening the historic multiple –arch concrete viaduct over the Pede valley
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Extending the fatigue life of welded tubular bridge joints thanks to internal diaphragm stiffening
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- Conference Paper
- C1
- open access
Verification of the performance of the precast concrete lining in the Diabolo Tunnel and Liefkenshoek rail tunnel
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Structural monitoring of the Iris railway viaduct in Belgium
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Monitoring during refurbishment of Port Infrastructure
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Structural response due to violent wave impacts on a vertical structure with a cantilevering slab
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Integration of the existing Beverentunnel in the new Liefkenshoek Railway Link
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Integration of the existing Beverentunnel in the new Liefkenshoek Railway Link
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Design considerations and construction of the Schuman-Josaphat tunnel in the centre of the European district in Brussels
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Design considerations and construction of the Schuman-Josaphat tunnel in the centre of the European district in Brussels
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New continuous 3-span concrete railway decks with extradosed post-tensioning cables in widening an existing multiple arch bridge
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Widening of an existing concrete girder railway bridge with an asymmetric steel section for an additional track
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Structural assessment of the integrated steel fly-overs widening the historic multiple –arch concrete viaduct over the Pede valley
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New continuous 3-span concrete railway decks with extradosed post-tensioning cables in widening an existing multiple arch bridge
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Widening of an existing concrete girder railway bridge with an asymmetric steel section for an additional track
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Extending the fatigue life of welded tubular bridge joints thanks to internal diaphragm stiffening
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Verification of the performance of the precast concrete lining in the Diabolo Tunnel and Liefkenshoek rail tunnel
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Structural monitoring of the Iris railway viaduct in Belgium
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Monitoring during refurbishment of port infrastructure
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Structural response due to violent wave impacts on a vertical structure with a cantilevering slab
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- Conference Paper
- C1
- open access
Experimental study of pressure distributions due to the breaking wave impacts
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Description of loading conditions due to violent wave impacts on a vertical structure with an overhanging horizontal cantilever slab
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Experimental study of violent wave impact on a vertical structure with an overhanging horizontal cantilever slab
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Design consideration and experiences of the Liefkenshoek railway link tunnel in crossing the River Scheldt and the Canal Dock
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Design consideration and experiences of the Liefkenshoek railway link tunnel in crossing the River Scheldt and the Canal Dock
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Diabolo railway link underneath Brussels Airport: a successful challange
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Diabolo railway link underneath Brussels Airport: a successful challenge
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The influence of connections in concrete bridge superstructures made continuous using a high degree of precasted elements
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The influence of slender pier structures of two railway viaducts on the bridge dynamics
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The influence of slender pier structures of two railway viaducts on the bridge dynamics
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An integral bridge concept in avoiding railway expansion joints
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Crack propagation in a stiffener-to-deckplate connection of an orthotropic steel bridge deck
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An alternative approach of fatigue life predictions in orthotropic steel bridge decks
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Buckling resistance of steel curved bridge girder webs
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Buckling resistance of steel curved bridge girder webs
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Inspection and evaluation of steel bridges from a high-speed railway network
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Evolution with time of vertical train car accelerations on bridges and viaducts
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Evolution with time of vertical train car accelerations on bridges and viaducts
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Load-carrying capacity and refurbishment of a historic RC Vierendeel bridge
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Load-carrying capacity and refurbishment of a historic VC vierendeel bridge
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An integral bridge concept in avoiding railway expansion joints
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Strain stabilization during construction of the Liefkenshoek rail tunnel
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Strain stabilization during construction of the Liefkenshoek rail tunnel
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The influence of diaphragm stiffening on the fatigue life of welded tubular joints in bridges
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Decreasing the hot spot stresses of welded tubular bridge nodes by diaphragm stiffening
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Decreasing the hot spot stresses of welded tubular bridge nodes by diaphragm stiffening
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Monitoring infrastructure during construction and refurbishment projects
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Monitoring infrastructure during construction and refurbishment projects
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Monitoring during large construction projects
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Experimental study of pressure distributions due to the breaking wave impacts
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Uplift forces on a vertical structure with an overhanging horizontal cantilever slab
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Monitoring during large construction projects
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Inspection and evaluation of steel bridges from a high-speed railway network
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Breaking wave impact on a vertical wall with an overhanging horizontal cantilever slab: irregular waves
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Measuring the hot spot stresses of welded tubular nodes with diaphragm stiffening
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Reducing the hot spot stresses of welded tubular nodes: the influence of diaphragm stiffening
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The relation between buckling behavior and strain measurements in steel tied arch bridges
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Fracture mechanics techniques in orthotropic decks
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The oppurtinity of non-continous stiffening in the steel railway viaduct over the Pede Valley
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The design of an integral steel railway bridge in Mechelen
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Verfication in situ of the behaviour of a new 3-span concrete integral road bridge
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Verification in situ of the behaviour of a new 3-span concrete integral road bridge
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Stress concentrations on orthotropic bridge decks
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Frame effect in hangres of steel tied arch bridges
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Local buckling of curved steel girder webs
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Testing of double-curved closed section railway viaduct
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Accuracy of load test on a double-curved closed section viaduct
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Accuracy of load test on a double-curved closed section viaduct
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Bending of converging hangers in steel tied arch bridges
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Bending of converging hangers in steel tied arch bridges
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Approaches for increasing the load carrying capacity of historic bridges
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Approaches for increasing the load carrying capacity of historic bridges
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Modelling and building of the piers of the iris railway viaduct
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Measuring geometrical out-of-plane imperfections in steel tied arch bridges
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Measuring geometrical out-of-plane imperfections in steel tied arch bridges
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Measurements on orthotropic plated bridge decks with wearing courses
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Experiences with monitoring systems for bridges and tunnels
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Experiences with SHM for large civil structures
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Experiences with SHM for large civil structures
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Experiences with monitoring systems for bridges and tunnels
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Strain measurements in precast concrete segments of a shield-driven tunnel
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Monitoring strains in the Liefkenshoek railway tunnel
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Monitoring strains in the Liefkenshoek railway tunnel
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Wireless strain measurements in shield-driven tunnels
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Wireless strain measurements in shield-driven tunnels
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Strain measurements in precast concrete segments of a shield-driven tunnel
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Experiences with monitoring systems for bridges and tunnels
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Temperature monitoring of steel box girders
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- Conference Paper
- C3
- open access
Design and construction of double-curved railway overpass and 3-track tubular arch bridge
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Design and construction of a double-curved railway overpass and 3-track tubular arch bridge
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Design and construction of a double-curved railway overpass and 3-track tubular arch
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Design and construction of a double-curved railway overpass and 3-track tubular arch
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Tied arch bridges with optimized arrangements of a limited number of hangers
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Tied arch bridges with optimized arrangements of a limited number of hangers
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Long-term monitoring of temperatures in steel box girders
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- Conference Paper
- C1
- open access
Temperature monitoring on steel box girders
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- Conference Paper
- C3
- open access
Behaviour of a concrete bridge with lateral girders in Z-shape
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- Conference Paper
- C3
- open access
Integrated steel viaducts for railway in extension of a historic multiple-arch concrete viaduct
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- Conference Paper
- C1
- open access
Behaviour of a concrete bridge with lateral girders in Z-shape
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- Conference Paper
- C1
- open access
Integrated steel viaducts for railway in extension of a historic multiple-arch concrete viaduct
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Design methods for buckling of steel tied arch bridges
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Design methods for buckling of steel tied arch bridges
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- Conference Paper
- C1
- open access
Calculation methods for the buckling behaviour of arch bridges
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- Conference Paper
- C3
- open access
Calculation methods for the buckling behaviour of arch bridges
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Strain gauge measurements during the assembly of the Diabolo Tunnel
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Strain gauge measurements during the assembly of the Diabolo Tunnel
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The influence of diaphragm stiffening on welded tubular nodes in arch bridges
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The influence of diaphragm stiffening on welded tubular nodes in arch bridges
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- Conference Paper
- C3
- open access
Experimental results of breaking wave impact on a vertical wall with an overhanging horizontal cantilever slab
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- Conference Paper
- C1
- open access
Experimental results of breaking wave impact on a vertical wall with an overhanging horizontal cantilever slab
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Comparative study on breaking wave forces on vertical walls with cantilever surfaces
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- Conference Paper
- C3
- open access
Breaking wave impact on a vertical wall with an overhanging horizontal cantilever slab: irregular waves
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Efficiency assessment of CFRP laminate reinforcement of a partly deficient post-tensioned fly-over
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Residual stresses in welded box sections