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Onderzoeker
Philippe Van Bogaert
Profiel
Projecten
Publicaties
Activiteiten
Prijzen & Erkenningen
427
Resultaten
2023
Assessment methods for load carrying capacity of brickwork or natural stone masonry vaulted arch bridges
Philippe Van Bogaert
U
Conferentie
2023
Biaxial fatigue due to distortion effect in ribs of orthotropic steel bridge deck
Philippe Van Bogaert
U
Conferentie
2023
Comparing cable-supported to arch structures footbridges across historic sites
Philippe Van Bogaert
Gilles Van Staen
Hans De Backer
U
Conferentie
2023
Deformation compatibility during erection of steel bridges: case of a 2-span railway truss bridge
Philippe Van Bogaert
U
Conferentie
2023
Load‐carrying capacity of Vierendeel bridges in Mechelen
Philippe Van Bogaert
Bart De Pauw
U
Artikel in een tijdschrift
in
ce/papers
2023
Opening gates in flood protection barriers along the North Sea Coast
Philippe Van Bogaert
U
Artikel in een tijdschrift
in
ce/papers
2023
SIMPLIFIED MODELING OF V-SHAPED BRIDGE PIERS
Hans De Backer
Amelie Outtier
Philippe Van Bogaert
U
Artikel in een tijdschrift
in
Proceedings of International Structural Engineering and Construction
2023
The Influence of Rib Distortion on the fatigue resistance of orthotropic plated bridge decks
Philippe Van Bogaert
Gilles Van Staen
Hans De Backer
U
Artikel in een tijdschrift
in
ce/papers
2023
Ultimate shear resistance of cross-sectional curved steel plates
Gilles Van Staen
Hans De Backer
Philippe Van Bogaert
Proefschrift
2023
Unexpected flange crippling of a newly built cyclist bridge
Philippe Van Bogaert
U
Artikel in een tijdschrift
in
ce/papers
2023
2022
Connecting tubular members by circular cover plate and central flange
Philippe Van Bogaert
Hans De Backer
C1
Conferentie
2022
Effectiveness of incomplete welds in nodes of bridge truss girder nodes with hollow core profile members
Philippe Van Bogaert
C1
Conferentie
2022
End connections of tubular members by circular plate and central flange
Philippe Van Bogaert
C1
Conferentie
2022
Experimental verification of cross-sectional curved steel plates in shear
Gilles Van Staen
Philippe Van Bogaert
Hans De Backer
C3
Conferentie
2022
Explaining various types of flanges crippling of steel box section continuous footbridge during erection
Philippe Van Bogaert
C1
Conferentie
2022
Fatigue resistance of steel arch bridge hanger connection plates due to transverse welding
Philippe Van Bogaert
C1
Conferentie
2022
Fatigue resistance of steel arch bridge hanger connection plates due to transverse welding
Philippe Van Bogaert
C1
Conferentie
2022
Low flood protective barriers along a North-Sea coastline
Philippe Van Bogaert
C1
Conferentie
2022
Nodes of hollow core profile truss bridges with incomplete welds
Philippe Van Bogaert
C1
Conferentie
2022
Relating stress concentrations in triangular steel bridge piers to simple beam models
Philippe Van Bogaert
Gilles Van Staen
Hans De Backer
C1
Conferentie
2022
Relating stress concentrations in triangular steel bridge piers to simple beam models
Philippe Van Bogaert
Gilles Van Staen
Hans De Backer
C1
Conferentie
2022
Service life extenstion of early age steel bridges by reducing dead weight
Philippe Van Bogaert
C1
Conferentie
2022
The effect of undue transverse welding on the fatigue resistance of hanger connections of steel tied arch bridges
Philippe Van Bogaert
C1
Conferentie
2022
2021
Arch buckling conditions, due to axial rotation with limited torsional stiffness at the springs
Philippe Van Bogaert
C1
Conferentie
2021
Concepts for walkable coverings of historic site
Philippe Van Bogaert
Gilles Van Staen
Hans De Backer
C1
Conferentie
2021
Critical phenomena for footbridges, covering historic sites
Philippe Van Bogaert
Gilles Van Staen
Hans De Backer
C1
Conferentie
2021
Elastic-, inelastic and plastic buckling of curved shear webs in closed box girders with vertical stiffeners
Gilles Van Staen
Philippe Van Bogaert
Amelie Outtier
Hans De Backer
C1
Conferentie
2021
Gentse bruggen : verbonden door tijd en techniek
Jonas Thielemans
Renaat Coene
Philippe Van Bogaert
Michiel Callens
Marie Christine Laleman
kathleen Moermans
Dirk Boncquet
Dirk De Baets
Boek
2021
Introduction : special issue on recent structures in Belgium and The Netherlands
Eva Lantsoght
Ane De Boer
Philippe Van Bogaert
Redactioneel materiaal
2021
Out-of-plane buckling of arches with rectangular cross-sections and curved webs
Gilles Van Staen
Philippe Van Bogaert
Hans De Backer
C1
Conferentie
2021
The valuted cover of river Scheldt as part of the Zollikofer-De Vigne plan in Ghent
Philippe Van Bogaert
C1
Conferentie
2021
Ultimate shear load capacity of cross-sectional curved steel webs
Gilles Van Staen
Heng Fang
Philippe Van Bogaert
Hans De Backer
A1
Artikel in een tijdschrift
in
STRUCTURAL ENGINEERING INTERNATIONAL
2021
Usefulness of internal welds of nodes in hollow core profile truss bridges
Philippe Van Bogaert
C1
Conferentie
2021
2020
Axial rotation of steel tubular arch springs connected to concrete abutment
Philippe Van Bogaert
C1
Conferentie
2020
Considerations of the application of eurocodes 2 and 4 for concrete bridges
Philippe Van Bogaert
C1
Conferentie
2020
Load-carrying capacity of the early age steel Ghent Floralia Exposition Hall
Philippe Van Bogaert
A1
Artikel in een tijdschrift
in
BAUINGENIEUR
2020
Preservation of historic steel bridges in view of alternative use
Philippe Van Bogaert
C1
Conferentie
2020
Torsional stiffness as an influence parameter on arch stability
Philippe Van Bogaert
Gilles Van Staen
Hans De Backer
C1
Conferentie
2020
Typologies for walkable covers of historic sites
Philippe Van Bogaert
C1
Conferentie
2020
Unusual composition and load-carrying capacity of a 100 -year old early age steel exposition hall
Philippe Van Bogaert
C1
Conferentie
2020
Verification of mode shapes by experimental test results for plate assemblies with cross-sectional curved webs
Gilles Van Staen
Philippe Van Bogaert
Hans De Backer
C1
Conferentie
2020
2019
Brace arrangement, node stiffening and connection of springs of steel tubular arch bridges
Philippe Van Bogaert
A2
Artikel in een tijdschrift
in
GRADJEVINSKI MATERIJALI I KONSTRUKCIJE - BUILDING MATERIALS AND STRUCTURES
2019
Buckling design approach for unstiffened curved plates in uniform shear
Gilles Van Staen
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2019
Composition, condition and load-carrying capacity of the early age steel Ghent floralia exposition hall
Philippe Van Bogaert
C1
Conferentie
2019
Continuous prestress in launched extradosed bridges
Philippe Van Bogaert
Hans De Backer
A2
Artikel in een tijdschrift
in
FRONTIERS IN BUILT ENVIRONMENT
2019
Influence of curved web closed steel sections in bridge design
Gilles Van Staen
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2019
Influence of slenderness ratio on the buckling behaviour of curved panels in pure shear
Gilles Van Staen
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2019
Post-failure torsion capacity and robustness of encased tubular arch spring connections
Philippe Van Bogaert
P1
Conferentie
2019
Rotational stiffness of tubular steel-concrete connection for arch bridges
Philippe Van Bogaert
Hans De Backer
C1
Conferentie
2019
Rotational stiffness of tubular steel-concrete connection for arch-bridges
Philippe Van Bogaert
C3
Conferentie
2019
Structural response of a tunnel lining to water level fluctuations of a tidal river
Hans De Backer
Ken Schotte
Amelie Outtier
Philippe Van Bogaert
C1
Conferentie
2019
2018
Buckling of curved webs in steel box girders
Gilles Van Staen
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2018
Determining the critical slenderness of concrete arch bridges by the nominal stiffness method
Philippe Van Bogaert
P1
Conferentie
2018
Experimental verification of buckling of curved web close steel section
Gilles Van Staen
Philippe Van Bogaert
Hans De Backer
C3
Conferentie
2018
Experimental verification of buckling of curved web close steel section
Gilles Van Staen
Philippe Van Bogaert
Hans De Backer
C1
Conferentie
2018
Fabrication and construction of a hexagonal section steel arch bridge
Philippe Van Bogaert
Heng Fang
Hans De Backer
C1
Conferentie
2018
Fabrication and construction of a hexagonal section steel arch bridge
Philippe Van Bogaert
Heng Fang
Hans De Backer
C3
Conferentie
2018
Fatigue damage and repair of an orthotropic plated bidge deck after 23 years of service
Philippe Van Bogaert
C3
Conferentie
2018
Fatigue damage and repair of an orthotropic plated bridge deck after 23 years of service
Philippe Van Bogaert
C1
Conferentie
2018
Refurbishment of a heritage concrete tied arch bridge across river Lys
Philippe Van Bogaert
P1
Conferentie
2018
2017
Asymmetrical cross sections in historic riveted bridges
Philippe Van Bogaert
C1
Conferentie
2017
Concrete arch stability by the nominal stiffness method
Philippe Van Bogaert
Ken Schotte
C1
Conferentie
2017
Concrete arch stability by the nominal stiffness method
Philippe Van Bogaert
Ken Schotte
C3
Conferentie
2017
Condition and future use of early age steel bridges in a historic city
Philippe Van Bogaert
C1
Conferentie
2017
Development of a fatigue experiment for the stiffener-to-deck plate connection in Orthotropic Steel Decks
Wim Nagy
Benjin Wang
Bohumil Culek
Philippe Van Bogaert
Hans De Backer
A1
Artikel in een tijdschrift
in
INTERNATIONAL JOURNAL OF STEEL STRUCTURES
2017
Edge clamping effect on the fatigue resistance of an orthotropic steel bridge deck
Philippe Van Bogaert
C1
Conferentie
2017
Fatigue assessment of orthotropic steel decks based on fracture mechanics
Wim Nagy
Hans De Backer
Philippe Van Bogaert
Proefschrift
2017
Frost damage and restoration of limestone domes and spheres in a heritage building
Philippe Van Bogaert
Hoofdstuk in een boek
in
Engineering history and heritage structures : viewpoints and approaches
2017
Impact of tidal level fluctuations on the structural behaviour of a segmental tunnel lining
Ken Schotte
Wim Nagy
Timothy Nuttens
Alain De Wulf
Philippe Van Bogaert
Hans De Backer
A1
Artikel in een tijdschrift
in
TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
2017
Influence of arch bridge skewness
Hans De Backer
Amelie Outtier
Evy Van Puymbroeck
Philippe Van Bogaert
C1
Conferentie
2017
La gare centrale d'anvers, une cathédrale ferroviare pour une renaissance urbaine
Etienne Thiebaut
Philippe Van Bogaert
Dominique Verhaegen
Hoofdstuk in een boek
in
Une architecture nomade : les gares belges en métal à travers le monde
2017
Measuring residual stresses in orthotropic steel decks using the incremental hole-drilling technique
Wim Nagy
Evy Van Puymbroeck
Ken Schotte
Philippe Van Bogaert
Hans De Backer
A1
Artikel in een tijdschrift
in
EXPERIMENTAL TECHNIQUES
2017
2016
Assessment and repair of a historic brickwork covering of river Scheldt
Philippe Van Bogaert
C1
Conferentie
2016
Assessment of the residual stress distribution of a welded stiffener-to-deck plate connection of an orthotropic steel deck using hole-drilling
Wim Nagy
Evy Van Puymbroeck
Philippe Van Bogaert
Hans De Backer
C1
Conferentie
2016
Experiences with orthotropic plated bridge decks for high speeds
Philippe Van Bogaert
C1
Conferentie
2016
Fatigue strenght application of fracture mechanics to orthotropic steel decks
Wim Nagy
Ken Schotte
Philippe Van Bogaert
Hans De Backer
A1
Artikel in een tijdschrift
in
ADVANCES IN STRUCTURAL ENGINEERING
2016
Laser scanning for precise ovalization measurements : standard deviations and smoothing levels
Timothy Nuttens
Cornelis Stal
Hans De Backer
Greet Deruyter
Ken Schotte
Philippe Van Bogaert
Alain De Wulf
A1
Artikel in een tijdschrift
in
JOURNAL OF SURVEYING ENGINEERING
2016
Load-carrying capacity of two 110 year old steel portal frame bridges
Philippe Van Bogaert
C1
Conferentie
2016
Monitoring the structural response of the Liefkenshoek rail tunnel to tidal level fluctuations
Ken Schotte
Timothy Nuttens
Alain De Wulf
Philippe Van Bogaert
Hans De Backer
A1
Artikel in een tijdschrift
in
JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES
2016
Refurbishment of masonry arch bridge due to insufficient load capacity
Amelie Outtier
Bart De Pauw
Philippe Van Bogaert
Hans De Backer
C1
Conferentie
2016
Reinstallation of tramways accross a 100 year portal frame bridge
Philippe Van Bogaert
C1
Conferentie
2016
Verification of the performance of segmental tunnel linings using strain and ovalisation monitoring
Ken Schotte
Hans De Backer
Philippe Van Bogaert
Proefschrift
2016
2015
Bridges that may have collapsed according to Codes
Philippe Van Bogaert
C3
Conferentie
2015
Determining residual stresses in welded connections of orthotropic steel bridge decks with a hole-drilling technique
Wim Nagy
Philippe Van Bogaert
Hans De Backer
C1
Conferentie
2015
Determining residual stresses in welded connections of orthotropic steel bridge decks with a hole-drilling technique
Wim Nagy
Philippe Van Bogaert
Hans De Backer
C3
Conferentie
2015
Framed or triangular brace arrangements in tubular arches
Philippe Van Bogaert
Dries Stael
Bart De Pauw
Hans De Backer
C1
Conferentie
2015
Framed or triangular brace arrangements in tubular arches
Philippe Van Bogaert
Dries Stael
Bart De Pauw
C3
Conferentie
2015
Frost damage and restoration of limestone domes and spheres heritage buildings
Philippe Van Bogaert
C1
Conferentie
2015
LEFM based fatigue design for welded connections in orthotropic steel bridge decks
Wim Nagy
Philippe Van Bogaert
Hans De Backer
P1
Conferentie
2015
Quantification of installation inaccuracies and their effect on the design of segmental tunnel linings
Ken Schotte
Alain De Wulf
Philippe Van Bogaert
Hans De Backer
C3
Conferentie
2015
Quantification of installation inaccuracies and their effect on the design of segmental tunnel linings
Ken Schotte
Alain De Wulf
Philippe Van Bogaert
Hans De Backer
C1
Conferentie
2015
Refurbishment of the masonry arch on Merxem street bridge
Amelie Outtier
Bart De Pauw
Philippe Van Bogaert
Hans De Backer
C3
Conferentie
2015
Refurbishment of the masonry arch on Merxem street bridge
Amelie Outtier
Bart De Pauw
Philippe Van Bogaert
Hans De Backer
C1
Conferentie
2015
2014
Assessment of the tidal influences on tunnels based on different monitoring techniques : laser scanning, levelling and strain gauges
Timothy Nuttens
Cornelis Stal
Hans De Backer
Ken Schotte
Philippe Van Bogaert
Alain De Wulf
C1
Conferentie
2014
Buckling design of steel tied-arch bridges
Hans De Backer
Amelie Outtier
Philippe Van Bogaert
A1
Artikel in een tijdschrift
in
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
2014
Buckling strength of curved bridge girder web panels, including residual stress
Philippe Van Bogaert
C1
Conferentie
2014
Buckling strength of curved bridge girder web panels, including residual stress
Philippe Van Bogaert
C3
Conferentie
2014
De vermoeiingssterkte van gelaste buisverbindingen voor bruggen verbeteren dankzij diafragmaverstijving
Dries Stael
Hans De Backer
Philippe Van Bogaert
Proefschrift
2014
Design and construction of a two-hinged steel arch bridge alongside historic brickwork vaults
Philippe Van Bogaert
C1
Conferentie
2014
Design considerations of segmental tunnel linings in assembly stage
Ken Schotte
Hans De Backer
Philippe Van Bogaert
Timothy Nuttens
Alain De Wulf
C3
Conferentie
2014
Design considerations of segmental tunnel linings in assembly stage
Ken Schotte
Hans De Backer
Philippe Van Bogaert
Timothy Nuttens
Alain De Wulf
C1
Conferentie
2014
Determining geometric out-of-plane imperfections in steel tied-arch bridges using strain measurements
Hans De Backer
Amelie Outtier
Philippe Van Bogaert
A1
Artikel in een tijdschrift
in
JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES
2014
Determining the SCFs of tubular bridge joints with an alternative method
Dries Stael
Hans De Backer
Philippe Van Bogaert
A1
Artikel in een tijdschrift
in
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
2014
Effect of residual stress on the shear buckling strength of curved web bridge girder panels
Philippe Van Bogaert
C3
Conferentie
2014
Effect of residual stress on the shear buckling strength of curved web bridge girder panels
Philippe Van Bogaert
C1
Conferentie
2014
Improved fatigue assessment techniques of connecting welds in orthotropic bridge decks
Wim Nagy
Philippe Van Bogaert
Hans De Backer
C3
Conferentie
2014
Improved fatigue assessment techniques of connecting welds in orthotropic bridge decks
Wim Nagy
Marco Diversi
Philippe Van Bogaert
Hans De Backer
C1
Conferentie
2014
Influence of temperature effects in steel box girders
Marco Diversi
Ken Schotte
Wim Nagy
Amelie Outtier
Philippe Van Bogaert
Hans De Backer
C1
Conferentie
2014
Influence of temperature effects in steel box girders
Marco Diversi
Ken Schotte
Wim Nagy
Amelie Outtier
Philippe Van Bogaert
Hans De Backer
C3
Conferentie
2014
Influence of temperature effects in steel box girders
Marco Diversi
Ken Schotte
Wim Nagy
Amelie Outtier
Philippe Van Bogaert
Hans De Backer
C3
Conferentie
2014
Influence of temperature effects in steel box girders
Marco Diversi
Ken Schotte
Wim Nagy
Amelie Outtier
Philippe Van Bogaert
Hans De Backer
C1
Conferentie
2014
Investigation of uplift impact forces on a vertical wall with an overhanging horizontal cantilever slab
Dogan Kisacik
Peter Troch
Philippe Van Bogaert
Robby Caspeele
A1
Artikel in een tijdschrift
in
COASTAL ENGINEERING
2014
Limiting slenderness values of smaller concrete tied arch bridges
Philippe Van Bogaert
C1
Conferentie
2014
Limiting slenderness values of smaller concrete tied arch bridges
Philippe Van Bogaert
C3
Conferentie
2014
Load-carrying capacity of unbraced historic concrete tied-arch bridges
Philippe Van Bogaert
C1
Conferentie
2014
Methodology for the ovalization monitoring of newly built circular train tunnels based on laser scanning: Liefkenshoek Rail Link (Belgium)
Timothy Nuttens
Cornelis Stal
Hans De Backer
Ken Schotte
Philippe Van Bogaert
Alain De Wulf
A1
Artikel in een tijdschrift
in
AUTOMATION IN CONSTRUCTION
2014
Monitoring of movable steel truss bridges
Hans De Backer
Philippe Van Bogaert
Amelie Outtier
Ken Schotte
Wim Nagy
C3
Conferentie
2014
Monitoring of movable steel truss bridges
Hans De Backer
Philippe Van Bogaert
Amelie Outtier
Ken Schotte
Wim Nagy
C1
Conferentie
2014
Monitoring of railway viaducts and bridges
Hans De Backer
Amelie Outtier
Ken Schotte
Wim Nagy
Philippe Van Bogaert
C3
Conferentie
2014
Monitoring of railway viaducts and bridges
Hans De Backer
Amelie Outtier
Ken Schotte
Wim Nagy
Philippe Van Bogaert
C1
Conferentie
2014
Refurbishment of the masonry arch railway bridge Merxem Street
Amelie Outtier
Bart De Pauw
Philippe Van Bogaert
Hans De Backer
C3
Conferentie
2014
Refurbishment of the masonry arch railway bridge Merxem Street
Amelie Outtier
Bart De Pauw
Philippe Van Bogaert
C1
Conferentie
2014
Shear strength of hexagonal section members of portal frame steel bridge
Philippe Van Bogaert
C1
Conferentie
2014
Shear strength of hexagonal section members of portal frame steel bridge
Philippe Van Bogaert
C3
Conferentie
2014
Strain gauge measurements to support research of steel structures
Hans De Backer
Amelie Outtier
Ken Schotte
Dries Stael
Wim Nagy
Philippe Van Bogaert
C1
Conferentie
2014
Terrestrial laser scanning as a key element in the integrated monitoring of tidal influences on a twin-tube concrete tunnel
Timothy Nuttens
Cornelis Stal
Hans De Backer
Ken Schotte
Philippe Van Bogaert
Pierre Detry
Alain De Wulf
A1
Artikel in een tijdschrift
in
PHOTOGRAMMETRIC RECORD
2014
The effect of residual stresses in fillet welds on the fatigue behavior: a LEFM approach
Wim Nagy
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2014
2013
Buckling resistance with combined shear of steel curved bridge girder webs
Philippe Van Bogaert
C3
Conferentie
2013
Comparing two types of fatigue and tsunami resisting medium span bridges
Philippe Van Bogaert
C3
Conferentie
2013
Design considerations and construction of the Schuman-Josaphat tunnel in the centre of the European district in Brussels
Bart De Pauw
P Vanderhaeghe
N Hamaide
G Joris
Philippe Van Bogaert
C1
Conferentie
2013
Design considerations and construction of the Schuman-Josaphat tunnel in the centre of the European district in Brussels
Bart De Pauw
P Vanderhaeghe
N Hamaide
G Joris
Philippe Van Bogaert
C3
Conferentie
2013
Experimental study of pressure distributions due to the breaking wave impacts
Dogan Kisacik
Peter Troch
Philippe Van Bogaert
C1
Conferentie
2013
Extending the fatigue life of welded tubular bridge joints thanks to internal diaphragm stiffening
Dries Stael
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2013
Extending the fatigue life of welded tubular bridge joints thanks to internal diaphragm stiffening
Dries Stael
Hans De Backer
Philippe Van Bogaert
C3
Conferentie
2013
Fatigue life assessment of orthotropic bridge decks based on fracture mechanics
Wim Nagy
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2013
Fracture mechanics as an improvement of fatigue life assessment in orthotropic bridge decks
Wim Nagy
Hans De Backer
Philippe Van Bogaert
C3
Conferentie
2013
Fracture mechanics as an improvement of fatigue life assessment in orthotropic bridge decks
Wim Nagy
Hans De Backer
Philippe Van Bogaert
Hoofdstuk in een boek
in
Research and applications in structural engineering, mechanics and computation
2013
Hot-spot stress determination of tubular arch bridge joints using strain gauges
Dries Stael
Hans De Backer
Philippe Van Bogaert
A1
Artikel in een tijdschrift
in
INSIGHT
2013
Influence of wearing courses on fatigue life of orthotropic bridge decks
Hans De Backer
Amelie Outtier
Wim Nagy
Philippe Van Bogaert
C1
Conferentie
2013
Integration of the existing Beverentunnel in the new Liefkenshoek Railway Link
Bart De Pauw
J Moyaert
Philippe Van Bogaert
K Berten
C1
Conferentie
2013
Integration of the existing Beverentunnel in the new Liefkenshoek Railway Link
Bart De Pauw
J Moyaert
Philippe Van Bogaert
K Berten
C3
Conferentie
2013
Load-carrying capacity and refurbishment of a historic RC Vierendeel bridge
Philippe Van Bogaert
C3
Conferentie
2013
Monitoring during construction projects of movable bridges and harbour locks
Hans De Backer
Amelie Outtier
Philippe Van Bogaert
C1
Conferentie
2013
Monitoring during refurbishment of Port Infrastructure
Hans De Backer
Amelie Outtier
Ken Schotte
Dries Stael
Wim Nagy
Philippe Van Bogaert
C1
Conferentie
2013
Monitoring during refurbishment of port infrastructure
Hans De Backer
Amelie Outtier
Ken Schotte
Dries Stael
Wim Nagy
Philippe Van Bogaert
C3
Conferentie
2013
New continuous 3-span concrete railway decks with extradosed post-tensioning cables in widening an existing multiple arch bridge
Bart De Pauw
Philippe Van Bogaert
C1
Conferentie
2013
New continuous 3-span concrete railway decks with extradosed post-tensioning cables in widening an existing multiple arch bridge
Bart De Pauw
Philippe Van Bogaert
C3
Conferentie
2013
Strain gauge measurements of the precast concrete lining of a shield-driven tunnel
Ken Schotte
Hans De Backer
Timothy Nuttens
Alain De Wulf
Philippe Van Bogaert
A1
Artikel in een tijdschrift
in
INSIGHT
2013
Structural assessment of the integrated steel fly-overs widening the historic multiple –arch concrete viaduct over the Pede valley
Ken Schotte
Dries Stael
Wim Nagy
Bart De Pauw
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2013
Structural assessment of the integrated steel fly-overs widening the historic multiple –arch concrete viaduct over the Pede valley
Ken Schotte
Dries Stael
Wim Nagy
Bart De Pauw
Hans De Backer
Philippe Van Bogaert
C3
Conferentie
2013
Structural monitoring of the Iris railway viaduct in Belgium
Wim Nagy
Ken Schotte
Dries Stael
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2013
Structural monitoring of the Iris railway viaduct in Belgium
Wim Nagy
Ken Schotte
Dries Stael
Hans De Backer
Philippe Van Bogaert
C3
Conferentie
2013
Structural response due to violent wave impacts on a vertical structure with a cantilevering slab
Dogan Kisacik
Hans De Backer
Philippe Van Bogaert
C3
Conferentie
2013
Structural response due to violent wave impacts on a vertical structure with a cantilevering slab
Dogan Kisacik
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2013
Torsion clamping by prestressing bars of an arch bridge in concrete abutment
Philippe Van Bogaert
C1
Conferentie
2013
Torsion clamping by prestressing bars of an arch bridge in concrete abutment
Philippe Van Bogaert
C1
Conferentie
2013
Verification of the performance of the precast concrete lining in the Diabolo Tunnel and Liefkenshoek rail tunnel
Ken Schotte
Hans De Backer
Timothy Nuttens
Alain De Wulf
Philippe Van Bogaert
C1
Conferentie
2013
Verification of the performance of the precast concrete lining in the Diabolo Tunnel and Liefkenshoek rail tunnel
Ken Schotte
Hans De Backer
Timothy Nuttens
Alain De Wulf
Philippe Van Bogaert
C3
Conferentie
2013
Weld penetration in orthotropic steel bridges
Hans De Backer
Amelie Outtier
Philippe Van Bogaert
C1
Conferentie
2013
Widening of an existing concrete girder railway bridge with an asymmetric steel section for an additional track
Amelie Outtier
Bart De Pauw
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2013
Widening of an existing concrete girder railway bridge with an asymmetric steel section for an additional track
Amelie Outtier
Bart De Pauw
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2013
Widening of an existing concrete girder railway bridge with an asymmetric steel section for an additional track
Amelie Outtier
Bart De Pauw
Hans De Backer
Philippe Van Bogaert
C3
Conferentie
2013
2012
An alternative approach of fatigue life predictions in orthotropic steel bridge decks
Wim Nagy
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2012
An integral bridge concept in avoiding railway expansion joints
D Decloedt
Bart De Pauw
Philippe Van Bogaert
C3
Conferentie
2012
An integral bridge concept in avoiding railway expansion joints
D Decloedt
Bart De Pauw
Philippe Van Bogaert
C1
Conferentie
2012
Buckling resistance of steel curved bridge girder webs
Philippe Van Bogaert
C3
Conferentie
2012
Buckling resistance of steel curved bridge girder webs
Philippe Van Bogaert
C1
Conferentie
2012
Crack propagation in a stiffener-to-deckplate connection of an orthotropic steel bridge deck
Wim Nagy
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2012
Decreasing the hot spot stresses of welded tubular bridge nodes by diaphragm stiffening
Dries Stael
Hans De Backer
Philippe Van Bogaert
C3
Conferentie
2012
Decreasing the hot spot stresses of welded tubular bridge nodes by diaphragm stiffening
Dries Stael
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2012
Description of loading conditions due to violent wave impacts on a vertical structure with an overhanging horizontal cantilever slab
Dogan Kisacik
Peter Troch
Philippe Van Bogaert
A1
Artikel in een tijdschrift
in
COASTAL ENGINEERING
2012
Design consideration and experiences of the Liefkenshoek railway link tunnel in crossing the River Scheldt and the Canal Dock
Bart De Pauw
J Moyaert
Philippe Van Bogaert
C1
Conferentie
2012
Design consideration and experiences of the Liefkenshoek railway link tunnel in crossing the River Scheldt and the Canal Dock
Bart De Pauw
J Moyaert
Philippe Van Bogaert
C3
Conferentie
2012
Diabolo railway link underneath Brussels Airport: a successful challange
Karlien Berten
Bart De Pauw
Philippe Van Bogaert
C1
Conferentie
2012
Diabolo railway link underneath Brussels Airport: a successful challenge
Karlien Berten
Bart De Pauw
Philippe Van Bogaert
C3
Conferentie
2012
Evolution with time of vertical train car accelerations on bridges and viaducts
Philippe Van Bogaert
C1
Conferentie
2012
Evolution with time of vertical train car accelerations on bridges and viaducts
Philippe Van Bogaert
C3
Conferentie
2012
Experimental study of pressure distributions due to the breaking wave impacts
Dogan Kisacik
Peter Troch
Philippe Van Bogaert
C3
Conferentie
2012
Experimental study of violent wave impact on a vertical structure with an overhanging horizontal cantilever slab
Dogan Kisacik
Peter Troch
Philippe Van Bogaert
A1
Artikel in een tijdschrift
in
OCEAN ENGINEERING
2012
Inspection and evaluation of steel bridges from a high-speed railway network
Philippe Van Bogaert
P1
Conferentie
2012
Inspection and evaluation of steel bridges from a high-speed railway network
Philippe Van Bogaert
C3
Conferentie
2012
Load-carrying capacity and refurbishment of a historic RC Vierendeel bridge
Philippe Van Bogaert
C1
Conferentie
2012
Load-carrying capacity and refurbishment of a historic VC vierendeel bridge
Philippe Van Bogaert
C3
Conferentie
2012
Loading conditions due to violent wave impacts on coastal structures with cantilever surfaces
Dogan Kisacik
Peter Troch
Philippe Van Bogaert
Proefschrift
2012
Monitoring during large construction projects
Hans De Backer
Amelie Outtier
Ken Schotte
Dries Stael
Wim Nagy
Philippe Van Bogaert
C3
Conferentie
2012
Monitoring during large construction projects
Hans De Backer
Amelie Outtier
Ken Schotte
Dries Stael
Wim Nagy
Philippe Van Bogaert
P1
Conferentie
2012
Monitoring infrastructure during construction and refurbishment projects
Hans De Backer
Amelie Outtier
Ken Schotte
Dries Stael
Wim Nagy
Philippe Van Bogaert
C3
Conferentie
2012
Monitoring infrastructure during construction and refurbishment projects
Hans De Backer
Amelie Outtier
Ken Schotte
Dries Stael
Wim Nagy
Philippe Van Bogaert
C1
Conferentie
2012
Strain stabilization during construction of the Liefkenshoek rail tunnel
Ken Schotte
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2012
Strain stabilization during construction of the Liefkenshoek rail tunnel
Ken Schotte
Hans De Backer
Philippe Van Bogaert
C3
Conferentie
2012
The influence of connections in concrete bridge superstructures made continuous using a high degree of precasted elements
Bart De Pauw
Philippe Van Bogaert
C3
Conferentie
2012
The influence of diaphragm stiffening on the fatigue life of welded tubular joints in bridges
Dries Stael
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2012
The influence of slender pier structures of two railway viaducts on the bridge dynamics
Bart De Pauw
Philippe Van Bogaert
C3
Conferentie
2012
The influence of slender pier structures of two railway viaducts on the bridge dynamics
Bart De Pauw
Philippe Van Bogaert
C1
Conferentie
2012
Uplift forces on a vertical structure with an overhanging horizontal cantilever slab
Dogan Kisacik
Peter Troch
Philippe Van Bogaert
C3
Conferentie
2012
2011
Accuracy of load test on a double-curved closed section viaduct
Philippe Van Bogaert
C3
Conferentie
2011
Accuracy of load test on a double-curved closed section viaduct
Philippe Van Bogaert
C1
Conferentie
2011
Approaches for increasing the load carrying capacity of historic bridges
Philippe Van Bogaert
C3
Conferentie
2011
Approaches for increasing the load carrying capacity of historic bridges
Philippe Van Bogaert
C1
Conferentie
2011
Bending of converging hangers in steel tied arch bridges
Philippe Van Bogaert
C1
Conferentie
2011
Bending of converging hangers in steel tied arch bridges
Philippe Van Bogaert
C3
Conferentie
2011
Breaking wave impact on a vertical wall with an overhanging horizontal cantilever slab: irregular waves
Dogan Kisacik
Peter Troch
Philippe Van Bogaert
C1
Conferentie
2011
Experiences with SHM for large civil structures
Hans De Backer
Amelie Outtier
Ken Schotte
Dries Stael
Wim Nagy
Philippe Van Bogaert
C1
Conferentie
2011
Experiences with SHM for large civil structures
Hans De Backer
Amelie Outtier
Ken Schotte
Dries Stael
Wim Nagy
Philippe Van Bogaert
C3
Conferentie
2011
Experiences with monitoring systems for bridges and tunnels
Hans De Backer
Amelie Outtier
Philippe Van Bogaert
C1
Conferentie
2011
Experiences with monitoring systems for bridges and tunnels
Hans De Backer
Amelie Outtier
Ken Schotte
Dries Stael
Wim Nagy
Philippe Van Bogaert
C1
Conferentie
2011
Experiences with monitoring systems for bridges and tunnels
Hans De Backer
Amelie Outtier
Ken Schotte
Dries Stael
Wim Nagy
Philippe Van Bogaert
C3
Conferentie
2011
Fracture mechanics techniques in orthotropic decks
Wim Nagy
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2011
Frame effect in hangres of steel tied arch bridges
Philippe Van Bogaert
C1
Conferentie
2011
Local buckling of curved steel girder webs
Philippe Van Bogaert
C1
Conferentie
2011
Measurements on orthotropic plated bridge decks with wearing courses
Hans De Backer
Amelie Outtier
Philippe Van Bogaert
C1
Conferentie
2011
Measuring geometrical out-of-plane imperfections in steel tied arch bridges
Amelie Outtier
Hans De Backer
Bart De Pauw
Philippe Van Bogaert
C1
Conferentie
2011
Measuring geometrical out-of-plane imperfections in steel tied arch bridges
Amelie Outtier
Hans De Backer
Bart De Pauw
Philippe Van Bogaert
C3
Conferentie
2011
Measuring the hot spot stresses of welded tubular nodes with diaphragm stiffening
Dries Stael
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2011
Modelling and building of the piers of the iris railway viaduct
Philippe Van Bogaert
Bart De Pauw
C1
Conferentie
2011
Monitoring strains in the Liefkenshoek railway tunnel
Ken Schotte
Hans De Backer
Timothy Nuttens
Alain De Wulf
Philippe Van Bogaert
C1
Conferentie
2011
Monitoring strains in the Liefkenshoek railway tunnel
Ken Schotte
Hans De Backer
Timothy Nuttens
Alain De Wulf
Philippe Van Bogaert
C3
Conferentie
2011
Reducing the hot spot stresses of welded tubular nodes: the influence of diaphragm stiffening
Dries Stael
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2011
Strain measurements in precast concrete segments of a shield-driven tunnel
Ken Schotte
Hans De Backer
Philippe Van Bogaert
C3
Conferentie
2011
Strain measurements in precast concrete segments of a shield-driven tunnel
Ken Schotte
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2011
Stress concentrations on orthotropic bridge decks
Corneel Delesie
Philippe Van Bogaert
C1
Conferentie
2011
Testing of double-curved closed section railway viaduct
Philippe Van Bogaert
C1
Conferentie
2011
The design of an integral steel railway bridge in Mechelen
Bart De Pauw
Philippe Van Bogaert
C1
Conferentie
2011
The oppurtinity of non-continous stiffening in the steel railway viaduct over the Pede Valley
Bart De Pauw
Philippe Van Bogaert
C1
Conferentie
2011
The relation between buckling behavior and strain measurements in steel tied arch bridges
Amelie Outtier
Hans De Backer
Bart De Pauw
Philippe Van Bogaert
C1
Conferentie
2011
Verfication in situ of the behaviour of a new 3-span concrete integral road bridge
Bart De Pauw
Philippe Van Bogaert
C3
Conferentie
2011
Verification in situ of the behaviour of a new 3-span concrete integral road bridge
Bart De Pauw
Philippe Van Bogaert
C1
Conferentie
2011
Wireless strain measurements in shield-driven tunnels
Ken Schotte
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2011
Wireless strain measurements in shield-driven tunnels
Ken Schotte
Hans De Backer
Philippe Van Bogaert
C3
Conferentie
2011
2010
Behaviour of a concrete bridge with lateral girders in Z-shape
Bart De Pauw
Philippe Van Bogaert
C3
Conferentie
2010
Behaviour of a concrete bridge with lateral girders in Z-shape
Bart De Pauw
Philippe Van Bogaert
C1
Conferentie
2010
Breaking wave impact on a vertical wall with an overhanging horizontal cantilever slab: irregular waves
Dogan Kisacik
Peter Troch
Philippe Van Bogaert
C3
Conferentie
2010
Calculation methods for the buckling behaviour of arch bridges
Amelie Outtier
Hans De Backer
Ken Schotte
Dries Stael
Philippe Van Bogaert
C1
Conferentie
2010
Calculation methods for the buckling behaviour of arch bridges
Amelie Outtier
Hans De Backer
Ken Schotte
Dries Stael
Philippe Van Bogaert
C3
Conferentie
2010
Comparative study on breaking wave forces on vertical walls with cantilever surfaces
Dogan Kisacik
Philippe Van Bogaert
Peter Troch
C1
Conferentie
2010
Design and construction of a double-curved railway overpass and 3-track tubular arch
Philippe Van Bogaert
C3
Conferentie
2010
Design and construction of a double-curved railway overpass and 3-track tubular arch
Philippe Van Bogaert
C1
Conferentie
2010
Design and construction of a double-curved railway overpass and 3-track tubular arch bridge
Philippe Van Bogaert
C1
Conferentie
2010
Design and construction of double-curved railway overpass and 3-track tubular arch bridge
Philippe Van Bogaert
C3
Conferentie
2010
Design methods for buckling of steel tied arch bridges
Amelie Outtier
Hans De Backer
Ken Schotte
Dries Stael
Philippe Van Bogaert
C3
Conferentie
2010
Design methods for buckling of steel tied arch bridges
Amelie Outtier
Hans De Backer
Ken Schotte
Dries Stael
Philippe Van Bogaert
C1
Conferentie
2010
Efficiency assessment of CFRP laminate reinforcement of a partly deficient post-tensioned fly-over
Bart De Pauw
Philippe Van Bogaert
Hans De Backer
Amelie Outtier
A1
Artikel in een tijdschrift
in
STRUCTURE AND INFRASTRUCTURE ENGINEERING
2010
Experimental results of breaking wave impact on a vertical wall with an overhanging horizontal cantilever slab
Dogan Kisacik
Peter Troch
Philippe Van Bogaert
C1
Conferentie
2010
Experimental results of breaking wave impact on a vertical wall with an overhanging horizontal cantilever slab
Dogan Kisacik
Peter Troch
Philippe Van Bogaert
C3
Conferentie
2010
Integrated steel viaducts for railway in extension of a historic multiple-arch concrete viaduct
Bart De Pauw
Philippe Van Bogaert
C1
Conferentie
2010
Integrated steel viaducts for railway in extension of a historic multiple-arch concrete viaduct
Bart De Pauw
Philippe Van Bogaert
C3
Conferentie
2010
Long-term monitoring of temperatures in steel box girders
Hans De Backer
Amelie Outtier
Bart De Pauw
Philippe Van Bogaert
C1
Conferentie
2010
Long-term monitoring of temperatures in steel box girders
Hans De Backer
Amelie Outtier
Bart De Pauw
Philippe Van Bogaert
C3
Conferentie
2010
Residual stresses in welded box sections
Amelie Outtier
Hans De Backer
Bart De Pauw
Dries Stael
Philippe Van Bogaert
C3
Conferentie
2010
Strain gauge measurements during the assembly of the Diabolo Tunnel
Ken Schotte
Hans De Backer
Timothy Nuttens
Alain De Wulf
Philippe Van Bogaert
C3
Conferentie
2010
Strain gauge measurements during the assembly of the Diabolo Tunnel
Ken Schotte
Hans De Backer
Timothy Nuttens
Alain De Wulf
Philippe Van Bogaert
C1
Conferentie
2010
Temperature monitoring of steel box girders
Hans De Backer
Amelie Outtier
Ken Schotte
Philippe Van Bogaert
C3
Conferentie
2010
Temperature monitoring of steel box girders
Hans De Backer
Amelie Outtier
Ken Schotte
Philippe Van Bogaert
C1
Conferentie
2010
Temperature monitoring on steel box girders
Hans De Backer
Amelie Outtier
Bart De Pauw
Philippe Van Bogaert
C3
Conferentie
2010
Temperature monitoring on steel box girders
Hans De Backer
Amelie Outtier
Bart De Pauw
Philippe Van Bogaert
C1
Conferentie
2010
The influence of diaphragm stiffening on welded tubular nodes in arch bridges
Dries Stael
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2010
The influence of diaphragm stiffening on welded tubular nodes in arch bridges
Dries Stael
Hans De Backer
Philippe Van Bogaert
C3
Conferentie
2010
Tied arch bridges with optimized arrangements of a limited number of hangers
Philippe Van Bogaert
C1
Conferentie
2010
Tied arch bridges with optimized arrangements of a limited number of hangers
Philippe Van Bogaert
C3
Conferentie
2010
2009
A concrete bridge with lateral girders in Z-shape as an alternative for a traditional steel girder bridge
Bart De Pauw
Philippe Van Bogaert
C1
Conferentie
2009
Buckling tests on plastic models in verifying the effectiveness of non-continuous stiffening of steel panels
Bart De Pauw
Philippe Van Bogaert
C1
Conferentie
2009
Conceptual design of branching nodes of bridges with central arches
Bart De Pauw
Philippe Van Bogaert
Olivier De Smet
C1
Conferentie
2009
Current and end section design requirements for high-speed tunnels
Philippe Van Bogaert
C1
Conferentie
2009
Fatigue calculation of concrete according to EC2: severe or not?
Hans De Backer
Amelie Outtier
Philippe Van Bogaert
C1
Conferentie
2009
Fatigue due to concrete compression in bridges compared to practice
Philippe Van Bogaert
C1
Conferentie
2009
Loading condtions and structural response due to violent wave impacts on coastal structures with cantilever surfaces
Dogan Kisacik
Peter Troch
Philippe Van Bogaert
C3
Conferentie
2009
Modeling stiffener distortion in orthotropic bridge decks with FEM using superelements
Corneel Delesie
Philippe Van Bogaert
C1
Conferentie
2009
Numerical and experimental assessment of thermal stresses in steel box girders
Hans De Backer
Amelie Outtier
Philippe Van Bogaert
C1
Conferentie
2009
Recent and future railway tunnels in Belgium
Philippe Van Bogaert
C1
Conferentie
2009
Recent and future railway tunnels in Belgium
Philippe Van Bogaert
C3
Conferentie
2009
The effect of using beam buckling curves on the stability of steel arch bridges
Hans De Backer
Amelie Outtier
Philippe Van Bogaert
C1
Conferentie
2009
Wind and wind gust effect on narrow composite arch bridges
Philippe Van Bogaert
C1
Conferentie
2009
2008
Alternatives for bridge surfacing with orthotropic plated deck: a fatigue point of view
Hans De Backer
Amelie Outtier
Philippe Van Bogaert
A2
Artikel in een tijdschrift
in
FOUNDATIONS OF CIVIL AND ENVIRONMENTAL ENGINEERING
2008
Analytical calculation of internal forces in orthotropic plated bridge decks based on the slope-deflection method
Hans De Backer
Amelie Outtier
Philippe Van Bogaert
A1
Artikel in een tijdschrift
in
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
2008
Autonomous systems for strain and vibration measurements
Hans De Backer
Amelie Outtier
Bart De Pauw
Philippe Van Bogaert
C3
Conferentie
2008
Autonomous systems for strain and vibration measurements
Hans De Backer
Amelie Outtier
Bart De Pauw
Philippe Van Bogaert
C1
Conferentie
2008
Development of an out-of-plane buckling curve for curved elements
Amelie Outtier
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2008
Development of an out-of-plane buckling curve for curved elements
Amelie Outtier
Hans De Backer
Philippe Van Bogaert
C3
Conferentie
2008
Early fatigue damage and repair of steel orthotropic plated bridge deck
Philippe Van Bogaert
Hans De Backer
C1
Conferentie
2008
Experiences from Engineering Education in Conceptual Design of Structures
Philippe Van Bogaert
Hans De Backer
Bart De Pauw
Amelie Outtier
Corneel Delesie
Lien Verberckmoes
C3
Conferentie
2008
Experiences from Engineering Education in Conceptual Design of Structures
Philippe Van Bogaert
Hans De Backer
Bart De Pauw
Amelie Outtier
Corneel Delesie
Lien Verberckmoes
C1
Conferentie
2008
Experimental results of loading conditions due to violent wave impacts on coastal structures with cantilever surfaces
Dogan Kisacik
Philippe Van Bogaert
Peter Troch
Joost Van Slycken
Patricia Verleysen
C3
Conferentie
2008
Experimental verifications of vibration- and fatigue conduct of viaducts and large span bridges, crossed by high-speed trains
Philippe Van Bogaert
Hoofdstuk in een boek
in
Dynamics of High-Speed Railway Bridges
2008
Fatigue under shear in a concrete wall
Hans De Backer
Amelie Outtier
Philippe Van Bogaert
C3
Conferentie
2008
Fatigue under shear in a concrete wall
Hans De Backer
Amelie Outtier
Philippe Van Bogaert
C1
Conferentie
2008
Improving the fatigue resistance of steel tubular arch bridges by diaphragm stiffening
Philippe Van Bogaert
Lien Verberckmoes
C1
Conferentie
2008
Le projet Liefkenshoek de liaison ferroviaire sous l’Escaut
Philippe Van Bogaert
A2
Artikel in een tijdschrift
in
TUNNELS ET OUVRAGES SOUTERRAINS
2008
New Railway Connection below Brussels Airport
Philippe Van Bogaert
Bart De Pauw
C3
Conferentie
2008
New Railway Connection below Brussels Airport
Philippe Van Bogaert
Bart De Pauw
C1
Conferentie
2008
Quantification of thermal loads in steel box girders
Hans De Backer
Amelie Outtier
Philippe Van Bogaert
C1
Conferentie
2008
Quantification of thermal loads in steel box girders
Hans De Backer
Amelie Outtier
Philippe Van Bogaert
C3
Conferentie
2008
The effect of stiffener distortion of orthotropic bridge decks on load dispersal behaviour and stress concentrations
Corneel Delesie
Philippe Van Bogaert
C1
Conferentie
2008
The effect of stiffener distortion of orthotropic bridge decks on stress concentrations and load dispersal behaviour
Corneel Delesie
Philippe Van Bogaert
C1
Conferentie
2008
The relation between buckling behaviour and residual weld stresses in steel tied arch bridges
Amelie Outtier
Hans De Backer
Philippe Van Bogaert
C3
Conferentie
2008
The relation between buckling behaviour and residual weld stresses in steel tied arch bridges
Amelie Outtier
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2008
The slope deflection method for orthotropic plated bridge decks
Hans De Backer
Amelie Outtier
Corneel Delesie
Philippe Van Bogaert
C1
Conferentie
2008
Wireless Strain and Acceleration Measurement Devices used for Bridge Testing
Philippe Van Bogaert
Hans De Backer
Bart De Pauw
Amelie Outtier
Corneel Delesie
Lien Verberckmoes
C3
Conferentie
2008
Wireless Strain and Acceleration Measurement Devices used for Bridge Testing
Philippe Van Bogaert
Hans De Backer
Bart De Pauw
Amelie Outtier
Corneel Delesie
Lien Verberckmoes
C1
Conferentie
2008
2007
A study on extradosed bridges for road and railway traffic
Wouter De Corte
K BRUYLAND
Philippe Van Bogaert
C1
Conferentie
2007
An evaluation of the use of fracture mechanics techniques for the design of orthotropic decks
Wouter De Corte
Philippe Van Bogaert
P1
Conferentie
2007
Assessment of the out-of-plane imperfections of a steel tied arch bridge
Amelie Outtier
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2007
Concepts for piers of multi-span viaducts
Philippe Van Bogaert
C1
Conferentie
2007
Effects of light rail traffic on a 30 year old cable stayed bridge
Philippe Van Bogaert
C1
Conferentie
2007
Examination of local stresses in relation to fatigue failure at the rib to floorbeam joint of orthotropic plated bridge decks
W. DE CORTE
Corneel Delesie
Philippe Van Bogaert
A2
Artikel in een tijdschrift
in
Bridge Structures
2007
Fatigue failure of a steel crane beam console connected to a concrete wall
Hans De Backer
A OUTTILER
Philippe Van Bogaert
P1
Conferentie
2007
High precision strain gauge measurements in areas of high stress concentrations of orthotropic plated bridge decks
Hans De Backer
Amelie Outtier
Philippe Van Bogaert
A1
Artikel in een tijdschrift
in
INSIGHT
2007
Improvements to the analysis of floorbeams with additional web cutouts for orthotropic plated decks with closed continuous ribs
W DE CORTE
Philippe Van Bogaert
A1
Artikel in een tijdschrift
in
STEEL AND COMPOSITE STRUCTURES
2007
Influence of the bearing systems on the buckling behaviour of arch bridges
Amelie Outtier
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2007
Numerical approach to the lateral buckling of steel tied-arch bridges
Amelie Outtier
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2007
Out-of-plane buckling curve for steel tied arch bridges
Amelie Outtier
Hans De Backer
Philippe Van Bogaert
P1
Conferentie
2007
Sealed tuned liquid column dampers: a cost effective solution for vibration damping of large arch hangers
Wouter De Corte
Corneel Delesie
Philippe Van Bogaert
C1
Conferentie
2007
Separation of structural and practical functionalities for wearing courses on steel box girders
Hans De Backer
Amelie Outtier
Philippe Van Bogaert
C1
Conferentie
2007
Stability and node-detailing of tubular steel arch bridges
Philippe Van Bogaert
C1
Conferentie
2007
The application of tubular truss bridges for pedestrian bridges
Hans De Backer
Amelie Outtier
Bart De Pauw
Philippe Van Bogaert
P1
Conferentie
2007
The influence of residual weld stresses on the buckling behaviour of arch bridges
Amelie Outtier
Hans De Backer
Bart De Pauw
Philippe Van Bogaert
P1
Conferentie
2007
The influence of solar radiation on steel box girders
Hans De Backer
Amelie Outtier
Philippe Van Bogaert
P1
Conferentie
2007
Wind load and gust effects on slender steel arches
Philippe Van Bogaert
J THIELEMANS
Bart De Pauw
C1
Conferentie
2007
2006
Analytical model for the stiffening-to-deck plate detail in orthotropic bridges
Hans De Backer
Amelie Outtier
Philippe Van Bogaert
C1
Conferentie
2006
Anchoring of Cables for Single Pylon Extradosed Post-tensioned Concrete Bridge
Philippe Van Bogaert
C1
Conferentie
2006
Bridge design: Combining old and new into aesthetic structures
Philippe Van Bogaert
P1
Conferentie
2006
Buckling of Steel Tied Arches during Erection
Philippe Van Bogaert
Amelie Outtier
C1
Conferentie
2006
Design and Construction of the Merxem Bridge – A Single Tubular Arch
Philippe Van Bogaert
C1
Conferentie
2006
Dynamic Behaviour of an ballasted Track supported by a Concret Slab or Asphalt Interlayers on an unstable Underground
Bart De Pauw
Wouter De Corte
Philippe Van Bogaert
C1
Conferentie
2006
Effectiveness of non-continuous longitudinal stiffening of thin-walled steel Panels and Box Girders
Bart De Pauw
Hans De Backer
Wouter De Corte
Philippe Van Bogaert
C1
Conferentie
2006
Effectiveness of post-tensioned roof beams and thrust force compensation applied to an underground structure
Wouter De Corte
Philippe Van Bogaert
Hans De Backer
C1
Conferentie
2006
Efficiency-assessment of CFRP-laminate Reinforcement of Partly Deficient post-tensioned Fly-over
Bart De Pauw
Philippe Van Bogaert
Hans De Backer
Amelie Outtier
C1
Conferentie
2006
Experimental verification of lateral buckling of steel tied arch bridge
Amelie Outtier
Philippe Van Bogaert
Hans De Backer
Bart De Pauw
Wouter De Corte
C1
Conferentie
2006
Fatigue cracks in orthotropic decks: possible alternatives
Hans De Backer
Philippe Van Bogaert
Amelie Outtier
C1
Conferentie
2006
Integrated steel fly-overs for railway contrasting a historical multiple-arch concrete viaduct
Bart De Pauw
Philippe Van Bogaert
C1
Conferentie
2006
Lateral Buckling of Steel Tied Arch Bridge
Amelie Outtier
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2006
Les Tunnels de la Trémie d’accès à la gare souterraine d’Anvers
Philippe Van Bogaert
A2
Artikel in een tijdschrift
in
Tunnels et Ouvrages Souterrains
2006
Strain Measurements as a Tool for Stability Verification of Steel Tied Arches
Philippe Van Bogaert
Amelie Outtier
C1
Conferentie
2006
The Control of Wind induced Vibrations of Tied Arch Hangers by Tuned Liquid Column Dampers
Wouter De Corte
Corneel Delesie
Philippe Van Bogaert
C1
Conferentie
2006
The effect of Rib Distorsion at the Rib to Floorbeam Joint on the Fatigue Behaviour of Orthotropic Plated Decks
Wouter De Corte
Philippe Van Bogaert
C1
Conferentie
2006
The effect of rib distortion at the rib ro floorbeam joint on the fatigue behaviour of orthotropic plated decks
Wouter De Corte
Philippe Van Bogaert
C1
Conferentie
2006
The effect of shear deformations in floorbeams on the moment distribution in orthotropic plated bridge decks
Wouter De Corte
Philippe Van Bogaert
A1
Artikel in een tijdschrift
in
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH
2006
The importance of rib distortion at the rib to floorbeam joint of orthotropic plated decks
Wouter De Corte
Philippe Van Bogaert
C1
Conferentie
2006
The use of continuous high-frequency strain gauge measurements for the assessment of the role of ballast in stress reduction on steel railway bridge decks
Wouter De Corte
Philippe Van Bogaert
A1
Artikel in een tijdschrift
in
INSIGHT
2006
Transformations to a 30-year old steel cable-stayed bridge for light rail traffic
Philippe Van Bogaert
C1
Conferentie
2006
Wind Gust and Wind-Traffic Effects on Narrow Steel Tied Arch Bridge
Philippe Van Bogaert
A JUTILA
C1
Conferentie
2006
2005
A Novel Design Concept Incorporating Socio-economical Needs
Hans De Backer
Philippe Van Bogaert
Bart De Pauw
Wouter De Corte
C1
Conferentie
2005
A novel design concept incorporating socio-economical needs
Hans De Backer
Wouter De Corte
Philippe Van Bogaert
Bart De Pauw
P1
Conferentie
2005
Alternatives for surfacing on bridges with orthotropic plated deck from a fatigue point of view
Hans De Backer
Wouter De Corte
Philippe Van Bogaert
C1
Conferentie
2005
Antwerp North-South railway link for a new urban development Tunnelling and Underground Techniques
Philippe Van Bogaert
J VEREERSTRAETEN
C1
Conferentie
2005
Bridge Design: Combining Old and New into Aesthetic Structures
Philippe Van Bogaert
C1
Conferentie
2005
Efficiency of closed stiffener orthotropic deck panels for railway bridges
Wouter De Corte
Philippe Van Bogaert
Hans De Backer
A2
Artikel in een tijdschrift
in
Bridge Structures
2005
Evaluation of an experimental CFRP pre-stressed beam and slab road bridge
Wouter De Corte
Philippe Van Bogaert
A1
Artikel in een tijdschrift
in
COMPOSITES PART B-ENGINEERING
2005
Experimental Approach to Lateral Buckling of Steel Tied Arch Bridges
Philippe Van Bogaert
Bart De Pauw
Wouter De Corte
Hans De Backer
C1
Conferentie
2005
Experimental verifications of vibration- and fatigue conduct of viaducts and large span bridges, crossed by high-speed trains
Philippe Van Bogaert
C1
Conferentie
2005
Field Testing of Dispersion Layers to reduce Fatigue Damage in Orthotropic Steel Bridge Decks
Hans De Backer
Bart De Pauw
Wouter De Corte
Philippe Van Bogaert
C1
Conferentie
2005
Integration of Existing Sewers and Drainage in new Urban Structures
Philippe Van Bogaert
Hans De Backer
Bart De Pauw
Wouter De Corte
C1
Conferentie
2005
Integration of existing sewers and drainage in new urban structures
Philippe Van Bogaert
Hans De Backer
Bart De Pauw
Wouter De Corte
P1
Conferentie
2005
New Integrated Fly-overs contrasting a Historic Multiple-Arch concrete Viaduct
Bart De Pauw
Philippe Van Bogaert
C1
Conferentie
2005
Two Alternatives for a Railway Viaduct in Densily Populated Area
Bart De Pauw
Hans De Backer
Wouter De Corte
Philippe Van Bogaert
C1
Conferentie
2005
Two alternatives for a railway viaduct in a densely populated area
Bart De Pauw
Hans De Backer
Wouter De Corte
Philippe Van Bogaert
P1
Conferentie
2005
2004
Conceptual new steeldeck design for highway bridges
Hans De Backer
Philippe Van Bogaert
C1
Conferentie
2004
Efficiency of non-continuous logitudinal stiffening of thin-walled steel panels
Bart De Pauw
Philippe Van Bogaert
Wouter De Corte
Hans De Backer
C1
Conferentie
2004
Efficiency of non-continuous longitudinal stiffening of thin-walled steel panels
Bart De Pauw
Philippe Van Bogaert
C1
Conferentie
2004
Fatigue assessment of orthotropic bridge decks through high frequency strain gauge measurements
Wouter De Corte
Philippe Van Bogaert
C1
Conferentie
2004
Fatigue strength verification of steel orthotropic plated bridge deck for railway bridges
Wouter De Corte
Philippe Van Bogaert
C1
Conferentie
2004
Force variations and slackness in tied arch bridges with crossing hangers
Hans De Backer
Bart De Pauw
Wouter De Corte
Philippe Van Bogaert
C1
Conferentie
2004
Orthotropic plated bridge deck analysis: a road-railway comparison
Wouter De Corte
Philippe Van Bogaert
Hans De Backer
Bart De Pauw
C1
Conferentie
2004
Slender steel arches with particular hanger arrangement for modernising concrete bridges
Philippe Van Bogaert
Wouter De Corte
Bart De Pauw
Hans De Backer
C1
Conferentie
2004
Static and continuous strain measuring on steel tied arch bridge crossed by lorries and freight trains
Philippe Van Bogaert
Wouter De Corte
C1
Conferentie
2004
Steel tied arch bridges with fan hanger arrangement
Bart De Pauw
Philippe Van Bogaert
Wouter De Corte
Hans De Backer
C1
Conferentie
2004
The use of dispersion layers to reduce the fatigue damage in orthotropic steel bridge decks
Hans De Backer
Bart De Pauw
Wouter De Corte
Philippe Van Bogaert
C1
Conferentie
2004
The use of dispersion layers to reduce the fatigue damage in orthotropic steel bridge decks
Hans De Backer
Wouter De Corte
Bart De Pauw
Philippe Van Bogaert
C1
Conferentie
2004
Verification of local and global bridge action of a tied arch railway bridge with orthotropic deck during consecutive test phases
Wouter De Corte
Philippe Van Bogaert
Hans De Backer
Bart De Pauw
C1
Conferentie
2004
2003
A case study on strain gauge measurements on large post-tensioned concrete beams of a railway support structure
Hans De Backer
Wouter De Corte
Philippe Van Bogaert
A1
Artikel in een tijdschrift
in
INSIGHT
2003
Assessment of fatigue strength of steel orthotropic plated bridge decks from continuous measured stress spectra
Wouter De Corte
Philippe Van Bogaert
C1
Conferentie
2003
Efficiency assessment of non-continuous longitudinal stiffening of thin-walled steel panels in steel railway bridges
Bart De Pauw
Philippe Van Bogaert
C1
Conferentie
2003
Fatigue of orthotropic plated bridge decks subject to various traffic load types
Wouter De Corte
Philippe Van Bogaert
C1
Conferentie
2003
From through section to shell structure design of flyovers for rail loading
Philippe Van Bogaert
C1
Conferentie
2003
Precast HPC post-tensioned alternatives for a railway crossing viaduct
Hans De Backer
Bart De Pauw
Wouter De Corte
Philippe Van Bogaert
C1
Conferentie
2003
Pretensioned carbon fiber wires for a road bridge, experiences in Belgium
Wouter De Corte
Philippe Van Bogaert
Bart De Pauw
C1
Conferentie
2003
Steel tied arch railway bridge
Philippe Van Bogaert
A2
Artikel in een tijdschrift
in
Structural engineering international
2003
Strain gauge measurement as a tool for assessment of post-tensioning in building structures below a historic brickwork vaulted arch
Wouter De Corte
Philippe Van Bogaert
A1
Artikel in een tijdschrift
in
INSIGHT
2003
Structural optimum panel length of concrete track slab in tunnels
Hans De Backer
Wouter De Corte
Philippe Van Bogaert
C1
Conferentie
2003
Structureel concept en resultaten van de geboorde tunnel B - NZV Antwerpen
Philippe Van Bogaert
C1
Conferentie
2003
The concept and application of tied arch bridges with radial converging hangers
Philippe Van Bogaert
L DE TAEYE
C1
Conferentie
2003
Tied arch bridges with radial oriented hangers subjected to rail traffic
Philippe Van Bogaert
Bart De Pauw
C1
Conferentie
2003
Vibration conduct of viaducts and large span bridges due to the crossing of high-speed trains
Philippe Van Bogaert
H DETANDT
W RAEMDONCK
C1
Conferentie
2003
Widening of a historic multiple-arch concrete viaduct by integrated new fly-overs
Bart De Pauw
Philippe Van Bogaert
C1
Conferentie
2003
2002
Fatigue assessment of orthotropic bridge crossbeams: a combined framework - F.E. approach.
Wouter De Corte
Philippe Van Bogaert
C1
Conferentie
2002
Het bepalen van het rendement van voorspanning in ondergrondse bouwwerken door spanningsmetingen
Wouter De Corte
Philippe Van Bogaert
C1
Conferentie
2002
Shear problems in precambered-prestressed bridge girders.
Philippe Van Bogaert
Bart De Pauw
C1
Conferentie
2002
Substructure transformations of continuous multiple girder bridges
Bart De Pauw
Philippe Van Bogaert
C1
Conferentie
2002
2001
Assessment of effectiveness of post-tensioning applied to underground structures.
Philippe Van Bogaert
W DE CORTE
C1
Conferentie
2001
Assessment of erection quality of steel tied arch bridges.
Philippe Van Bogaert
C1
Conferentie
2001
Behaviour of train cars moving across steel tied arch bridges.
Philippe Van Bogaert
C1
Conferentie
2001
Bouwkwaliteit, systemen en hun efficiëntie in het project Berchem-Antwerpen
Philippe Van Bogaert
[0-9]{2}
2001
Influence of crossbeam topology on the stress distribution in closed stiffener orthotropic bridge decks.
Philippe Van Bogaert
W DE CORTE
C1
Conferentie
2001
Interactive qualification and cooperation-based tendering of bored tunnel structures
Philippe Van Bogaert
C1
Conferentie
2001
Long term fatigue bending tests on stiffened plates for railway bridges.
Philippe Van Bogaert
W DE CORTE
C1
Conferentie
2001
Non-continuous longitudinal stiffening of compressed flanges in steel structural members
Philippe Van Bogaert
B DE PAUW
Wouter De Corte
C1
Conferentie
2001
2000
An underground north-south railway crossing below the city of Antwerp
I COUCHARD
Philippe Van Bogaert
C1
Conferentie
2000
Assessment of cross beam fatigue in orthotropic plated bridge decks by measurement - Complying influence lines
Wouter De Corte
Philippe Van Bogaert
P1
Conferentie
2000
Assessment of cross beam fatigue in orthotropic plated bridge decks by measurement-complying influence lines
W DE CORTE
Philippe Van Bogaert
C1
Conferentie
2000
Stiffener soffit stress distribution in ballasted orthotropic steel railway bridge decks
Philippe Van Bogaert
Wouter De Corte
P1
Conferentie
2000
Stiffener soffit stress distribution in ballasted orthotropic steel railway bridge decks
Philippe Van Bogaert
W DE CORTE
C1
Conferentie
2000
Supporting monumental structures by prestressing brickwork
Philippe Van Bogaert
C1
Conferentie
2000
The construction of the Lot overpass for high-speed line with steel truss elements and high strength concrete girders
Philippe Van Bogaert
C1
Conferentie
2000
1999
Fatigue strength tests for repairing of cope holes in welded beams.
Philippe Van Bogaert
C1
Conferentie
1999
Long term fatigue bending tests on stiffened plates for railway bridges.
Philippe Van Bogaert
C1
Conferentie
1999
Ondervanging van geklasseerde kunstwerken in de toegangshelling Berchem - Antwerpen-Centraal.
Philippe Van Bogaert
[0-9]{2}
1999
Ontwerpdiagrammen voor palen met centrisch geplaatste buigwapening.
Philippe Van Bogaert
W DE CORTE
[0-9]{2}
1999
Sporen onder een Monumentaal Viaduct.
Philippe Van Bogaert
[0-9]{2}
1999
1997
Belgian procedure for the Evaluation of existing steel bridges
A BRULS
G LABEEUW
Philippe Van Bogaert
C1
Conferentie
1997
Deformation-compatibilty of steel truss and high-strength concrete girders
Philippe Van Bogaert
C1
Conferentie
1997
Het staal-beton viaduct voor de hogesnelheidslijn in Lot (Beersel)
Philippe Van Bogaert
[0-9]{2}
1997
Staal-beton viaduct voor de hogesnelheidslijn in Lot
Philippe Van Bogaert
A4
Artikel in een tijdschrift
in
CEMENT (AMSTERDAM)
1997
1996
Ontwerpvoorwaarden en oplossingen voor de bouwwerken op het baanvak Brussel-Gingelom van de oosttak van de hogesnelheidslijn
Philippe Van Bogaert
E DE CLERCQ
G JORIS
K SCHERPEREEL
C BOVING
N VAN TITTELBOOM
[0-9]{2}
1996
Ontwikkelingen in het ontwerpen van bouwwerken voor de hogesnelheidslijn
Philippe Van Bogaert
[0-9]{2}
1996
Technische kenmerken van enkele bouwwerken op het baanvak Lembeek- Brussel van de hogesnelheidslijn
Philippe Van Bogaert
E DE CLERCQ
G JORIS
K SCHERPEREEL
C BOVING
N VAN TITTELBOOM
[0-9]{2}
1996
Widening by steel structure of brickwork arches in urban environment
Philippe Van Bogaert
C1
Conferentie
1996
1995
De tuibrug van de Humaniteitslaan
Philippe Van Bogaert
G Joris
A2
Artikel in een tijdschrift
in
INFRASTRUCTUUR IN HET LEEFMILIEU
1995
1994
Koncept van bouw van bruggen en viadukten voor de hogesnelheidstrein : leidraad en toepassingen
Philippe Van Bogaert
A4
Artikel in een tijdschrift
in
HET INGENIEURSBLAD
1994
1987
Instabiliteit van ingegraven buizen met geringe of gedeeltelijke aanaanrding
Philippe Van Bogaert
D. Van Depitte
Proefschrift
1987
Architect, constructeur, vakman en publiek: de culturele opgave IABSE-Workshop Ch. Voss, Moermond, Nederland 2001, .IABSE Nederland, 4.
Philippe Van Bogaert
[0-9]{2}
Criteria for erection tolerances of steel tied arch bridges. Proc. Nordic Steel Construction Conference 98, Norwegian Steel Association, Bergen, Norway, 1998, Vol. 2, pp. 627-633.
Philippe Van Bogaert
C1
Conferentie
De kostenafweging en de maatschappelijke keuze tussen ondergronds bouwen en bovengrondse aanleg. Studiedag Toekomstoriëntaties van grote infrastructuurprojecten. Brussel, België, maart 2000,.IABSE-groepering België, p. 9, 2000.
Philippe Van Bogaert
[0-9]{2}
Drei stählerne Stabbogenbrücken zur èUberquerung des Kanals Brüssel-Charleroi - Entwurf und Konstruktion. Stahlbau - W. Ernst u Sohn, Berlin, Jhrg 68(Heft 6, Juni 1999), pp. 409-419.
Philippe Van Bogaert
[0-9]{2}
Fatigue behaviour of orthotropic bridge decks subjected to traffic loads. Doctoraatssymposium FTW RUG. Gent, België, december 2000,.RUG, p. 3, 2000.
W DE CORTE
Philippe Van Bogaert
[0-9]{2}
Overzicht van het project Noord-Zuidverbinding Antwerpen. Infrastructuur in het Leefmilieu - Uitg. Ministerie van de Vlaamse Gemeenschap, Dep. Leefmilieu en Infrastructuur, Brussel, nr. 1, 1999, pp. 353-362.
M CHRISTIAENS
Philippe Van Bogaert
[0-9]{2}
Precast high-strength concrete elements for the construction of the high-speed lines Brussels - Cologne - Amsterdam. PCI/FHWA/FIB International Symposium on High Performance Concrete. Orlando, USA, September 2000,.Precast/Prestressed Concrete Institute, Chicago, Illinois, p. 340-349, 2000.
Philippe Van Bogaert
C1
Conferentie
The overpass at Lembeek, the tunnel at Halle, the tunnel at Bierbeek, fly overs of Antoing, Arbre, Tubize for High Speed Line. Infrastructure in the Environment Special Edition Belgian Society, May 1998 - 8 p.
I COUCHARD
Philippe Van Bogaert
[0-9]{2}
Vermoeiingssterkte van betonconstructies en van staal-betonconstructies. KVIV-Studiedag Effecten van niet-statische belastingen op constructies. Antwerpen, België, december 2000,.KVIV, p. 12, 2000.
Philippe Van Bogaert
[0-9]{2}