Research Explorer

Uw browser ondersteunt geen JavaScript of JavaScript is niet ingeschakeld. Zonder JavaScript kan sommige functionaliteit van deze webapplicatie uitgeschakeld zijn of foutmeldingen veroorzaken. Raadpleeg om JavaScript in te schakelen de handleiding van uw browser of contacteer uw systeembeheerder.

Onderzoeker

Philippe Van Bogaert

Publicaties & datasets

Prijzen & Erkenningen

440 Resultaten

2025

Adapting slender footbridges to the current requirements of bicycle traffic

Jonas ThielemansRenaat CoenePhilippe Van Bogaert

Alternative use of an RC portal frame bridge built in 1941

Philippe Van Bogaert

Assessment of heritage value and resistance of a 1935 Vierendeel steel railway bridge

Philippe Van BogaertBernard Espion

A2 Artikel in een tijdschrift in PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-ENGINEERING HISTORY AND HERITAGE

Deminishing classic steel arch bridges' horizontal bracings

Philippe Van BogaertHans De Backer

Erection by turning steel box girders of the crossing of motorway E 42 and the ‘Canal du Centre’

Jasper NelenGert NeelenPhilippe Van Bogaert

Longitudinal cracking of the lower flange of precambered composite steel and concrete bridge girders

Philippe Van BogaertHans De BackerBart De Pauw

Reducing the horizontal bracing of historic arch bridges

Philippe Van BogaertHans De Backer

2024

Alternative load path avoiding bridge collapse after demolition of a pier by collision

Philippe Van BogaertHans De Backer

Deformation of end crossbeams of steel bridges related to sustainability of bridge joints

Philippe Van BogaertHans De Backer

Investigation into the cause of cracks and the opportunity to refurbish steel Vierendeel railway bridges

Philippe Van BogaertHans De BackerBart De Pauw

ROBUSTNESS OF CONCRETE GIRDER BRIDGES AFTER PIER FAILURE

Philippe Van Bogaert

The effect of horizontal loads caused by rapidly rising river water on the bearing capacity of masonry arch bridges

Philippe Van BogaertHans De Backer

The effects of river torrents and debris on historic masonry vaulted arch bridges

Philippe Van BogaertHans De Backer

A1 Artikel in een tijdschrift in BUILDINGS

2023

Assessment methods for load carrying capacity of brickwork or natural stone masonry vaulted arch bridges

Philippe Van Bogaert

Biaxial fatigue due to distortion effect in ribs of orthotropic steel bridge deck

Philippe Van Bogaert

Comparing cable-supported to arch structures footbridges across historic sites

Philippe Van BogaertGilles Van StaenHans De Backer

Deformation compatibility during erection of steel bridges : case of a 2-span railway truss bridge

Philippe Van Bogaert

Load‐carrying capacity of Vierendeel bridges in Mechelen

Philippe Van BogaertBart De Pauw

Opening gates in flood protection barriers along the North Sea Coast

Philippe Van Bogaert

Simplified modeling of V-shaped bridge piers

Hans De BackerAmelie OuttierPhilippe Van Bogaert

The influence of rib distortion on the fatigue resistance of orthotropic plated bridge decks

Philippe Van BogaertGilles Van StaenHans De Backer

Ultimate shear resistance of cross-sectional curved steel plates

Gilles Van StaenHans De BackerPhilippe Van Bogaert

Unexpected flange crippling of a newly built cyclist bridge

Philippe Van Bogaert

2022

Connecting tubular members by circular cover plate and central flange

Philippe Van BogaertHans De Backer

Effectiveness of incomplete welds in nodes of bridge truss girder nodes with hollow core profile members

Philippe Van Bogaert

End connections of tubular members by circular plate and central flange

Philippe Van Bogaert

Experimental verification of cross-sectional curved steel plates in shear

Gilles Van StaenPhilippe Van BogaertHans De Backer

Explaining various types of flanges crippling of steel box section continuous footbridge during erection

Philippe Van Bogaert

Fatigue resistance of steel arch bridge hanger connection plates due to transverse welding

Philippe Van Bogaert

Fatigue resistance of steel arch bridge hanger connection plates due to transverse welding

Philippe Van Bogaert

Low flood protective barriers along a North-Sea coastline

Philippe Van Bogaert

Nodes of hollow core profile truss bridges with incomplete welds

Philippe Van Bogaert

Relating stress concentrations in triangular steel bridge piers to simple beam models

Philippe Van BogaertGilles Van StaenHans De Backer

Relating stress concentrations in triangular steel bridge piers to simple beam models

Philippe Van BogaertGilles Van StaenHans De Backer

Service life extenstion of early age steel bridges by reducing dead weight

Philippe Van Bogaert

The effect of undue transverse welding on the fatigue resistance of hanger connections of steel tied arch bridges

Philippe Van Bogaert

2021

Arch buckling conditions, due to axial rotation with limited torsional stiffness at the springs

Philippe Van Bogaert

Concepts for walkable coverings of historic site

Philippe Van BogaertGilles Van StaenHans De Backer

Critical phenomena for footbridges, covering historic sites

Philippe Van BogaertGilles Van StaenHans De Backer

Elastic-, inelastic and plastic buckling of curved shear webs in closed box girders with vertical stiffeners

Gilles Van StaenPhilippe Van BogaertAmelie OuttierHans De Backer

Gentse bruggen : verbonden door tijd en techniek

Jonas ThielemansRenaat CoenePhilippe Van BogaertMichiel CallensMarie Christine Lalemankathleen MoermansDirk BoncquetDirk De Baets

Introduction : special issue on recent structures in Belgium and The Netherlands

Eva LantsoghtAne De BoerPhilippe Van Bogaert

Redactioneel materiaal

Out-of-plane buckling of arches with rectangular cross-sections and curved webs

Gilles Van StaenPhilippe Van BogaertHans De Backer

The valuted cover of river Scheldt as part of the Zollikofer-De Vigne plan in Ghent

Philippe Van Bogaert

Ultimate shear load capacity of cross-sectional curved steel webs

Gilles Van StaenHeng FangPhilippe Van BogaertHans De Backer

A1 Artikel in een tijdschrift in STRUCTURAL ENGINEERING INTERNATIONAL

Usefulness of internal welds of nodes in hollow core profile truss bridges

Philippe Van Bogaert

2020

Axial rotation of steel tubular arch springs connected to concrete abutment

Philippe Van Bogaert

Considerations of the application of eurocodes 2 and 4 for concrete bridges

Philippe Van Bogaert

Load-carrying capacity of the early age steel Ghent Floralia Exposition Hall

Philippe Van Bogaert

A1 Artikel in een tijdschrift in BAUINGENIEUR

Preservation of historic steel bridges in view of alternative use

Philippe Van Bogaert

Torsional stiffness as an influence parameter on arch stability

Philippe Van BogaertGilles Van StaenHans De Backer

Typologies for walkable covers of historic sites

Philippe Van Bogaert

Unusual composition and load-carrying capacity of a 100 -year old early age steel exposition hall

Philippe Van Bogaert

Verification of mode shapes by experimental test results for plate assemblies with cross-sectional curved webs

Gilles Van StaenPhilippe Van BogaertHans De Backer

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

Buckling design approach for unstiffened curved plates in uniform shear

Gilles Van StaenHans De BackerPhilippe Van Bogaert

Composition, condition and load-carrying capacity of the early age steel Ghent floralia exposition hall

Philippe Van Bogaert

Continuous prestress in launched extradosed bridges

Philippe Van BogaertHans De Backer

A2 Artikel in een tijdschrift in FRONTIERS IN BUILT ENVIRONMENT

Influence of curved web closed steel sections in bridge design

Gilles Van StaenHans De BackerPhilippe Van Bogaert

Influence of slenderness ratio on the buckling behaviour of curved panels in pure shear

Gilles Van StaenHans De BackerPhilippe Van Bogaert

Post-failure torsion capacity and robustness of encased tubular arch spring connections

Philippe Van Bogaert

Rotational stiffness of tubular steel-concrete connection for arch bridges

Philippe Van BogaertHans De Backer

Rotational stiffness of tubular steel-concrete connection for arch-bridges

Philippe Van Bogaert

Structural response of a tunnel lining to water level fluctuations of a tidal river

Hans De BackerKen SchotteAmelie OuttierPhilippe Van Bogaert

2018

Buckling of curved webs in steel box girders

Gilles Van StaenHans De BackerPhilippe Van Bogaert

Determining the critical slenderness of concrete arch bridges by the nominal stiffness method

Philippe Van Bogaert

Experimental verification of buckling of curved web close steel section

Gilles Van StaenPhilippe Van BogaertHans De Backer

Experimental verification of buckling of curved web close steel section

Gilles Van StaenPhilippe Van BogaertHans De Backer

Fabrication and construction of a hexagonal section steel arch bridge

Philippe Van BogaertHeng FangHans De Backer

Fabrication and construction of a hexagonal section steel arch bridge

Philippe Van BogaertHeng FangHans De Backer

Fatigue damage and repair of an orthotropic plated bidge deck after 23 years of service

Philippe Van Bogaert

Fatigue damage and repair of an orthotropic plated bridge deck after 23 years of service

Philippe Van Bogaert

Refurbishment of a heritage concrete tied arch bridge across river Lys

Philippe Van Bogaert

2017

Asymmetrical cross sections in historic riveted bridges

Philippe Van Bogaert

Concrete arch stability by the nominal stiffness method

Philippe Van BogaertKen Schotte

Concrete arch stability by the nominal stiffness method

Philippe Van BogaertKen Schotte

Condition and future use of early age steel bridges in a historic city

Philippe Van Bogaert

Development of a fatigue experiment for the stiffener-to-deck plate connection in Orthotropic Steel Decks

Wim NagyBenjin WangBohumil CulekPhilippe Van BogaertHans De Backer

A1 Artikel in een tijdschrift in INTERNATIONAL JOURNAL OF STEEL STRUCTURES

Edge clamping effect on the fatigue resistance of an orthotropic steel bridge deck

Philippe Van Bogaert

Fatigue assessment of orthotropic steel decks based on fracture mechanics

Wim NagyHans De BackerPhilippe Van Bogaert

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

Impact of tidal level fluctuations on the structural behaviour of a segmental tunnel lining

Ken SchotteWim NagyTimothy NuttensAlain De WulfPhilippe Van BogaertHans De Backer

A1 Artikel in een tijdschrift in TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY

Influence of arch bridge skewness

Hans De BackerAmelie OuttierEvy Van PuymbroeckPhilippe Van Bogaert

La gare centrale d'anvers, une cathédrale ferroviare pour une renaissance urbaine

Etienne ThiebautPhilippe Van BogaertDominique Verhaegen

Hoofdstuk in een boek in Une architecture nomade : les gares belges en métal à travers le monde

Measuring residual stresses in orthotropic steel decks using the incremental hole-drilling technique

Wim NagyEvy Van PuymbroeckKen SchottePhilippe Van BogaertHans De Backer

A1 Artikel in een tijdschrift in EXPERIMENTAL TECHNIQUES

2016

Assessment and repair of a historic brickwork covering of river Scheldt

Philippe Van Bogaert

Assessment of the residual stress distribution of a welded stiffener-to-deck plate connection of an orthotropic steel deck using hole-drilling

Wim NagyEvy Van PuymbroeckPhilippe Van BogaertHans De Backer

Experiences with orthotropic plated bridge decks for high speeds

Philippe Van Bogaert

Fatigue strenght application of fracture mechanics to orthotropic steel decks

Wim NagyKen SchottePhilippe Van BogaertHans De Backer

A1 Artikel in een tijdschrift in ADVANCES IN STRUCTURAL ENGINEERING

Laser scanning for precise ovalization measurements : standard deviations and smoothing levels

Timothy NuttensCornelis StalHans De BackerGreet DeruyterKen SchottePhilippe Van BogaertAlain De Wulf

A1 Artikel in een tijdschrift in JOURNAL OF SURVEYING ENGINEERING

Load-carrying capacity of two 110 year old steel portal frame bridges

Philippe Van Bogaert

Monitoring the structural response of the Liefkenshoek rail tunnel to tidal level fluctuations

Ken SchotteTimothy NuttensAlain De WulfPhilippe Van BogaertHans De Backer

A1 Artikel in een tijdschrift in JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES

Refurbishment of masonry arch bridge due to insufficient load capacity

Amelie OuttierBart De PauwPhilippe Van BogaertHans De Backer

Reinstallation of tramways accross a 100 year portal frame bridge

Philippe Van Bogaert

Verification of the performance of segmental tunnel linings using strain and ovalisation monitoring

Ken SchotteHans De BackerPhilippe Van Bogaert

2015

Bridges that may have collapsed according to Codes

Philippe Van Bogaert

Determining residual stresses in welded connections of orthotropic steel bridge decks with a hole-drilling technique

Wim NagyPhilippe Van BogaertHans De Backer

Determining residual stresses in welded connections of orthotropic steel bridge decks with a hole-drilling technique

Wim NagyPhilippe Van BogaertHans De Backer

Framed or triangular brace arrangements in tubular arches

Philippe Van BogaertDries StaelBart De Pauw

Framed or triangular brace arrangements in tubular arches

Philippe Van BogaertDries StaelBart De PauwHans De Backer

Frost damage and restoration of limestone domes and spheres heritage buildings

Philippe Van Bogaert

LEFM based fatigue design for welded connections in orthotropic steel bridge decks

Wim NagyPhilippe Van BogaertHans De Backer

Quantification of installation inaccuracies and their effect on the design of segmental tunnel linings

Ken SchotteAlain De WulfPhilippe Van BogaertHans De Backer

Quantification of installation inaccuracies and their effect on the design of segmental tunnel linings

Ken SchotteAlain De WulfPhilippe Van BogaertHans De Backer

Refurbishment of the masonry arch on Merxem street bridge

Amelie OuttierBart De PauwPhilippe Van BogaertHans De Backer

Refurbishment of the masonry arch on Merxem street bridge

Amelie OuttierBart De PauwPhilippe Van BogaertHans De Backer

2014

Assessment of the tidal influences on tunnels based on different monitoring techniques : laser scanning, levelling and strain gauges

Timothy NuttensCornelis StalHans De BackerKen SchottePhilippe Van BogaertAlain De Wulf

Buckling design of steel tied-arch bridges

Hans De BackerAmelie OuttierPhilippe Van Bogaert

A1 Artikel in een tijdschrift in JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH

Buckling strength of curved bridge girder web panels, including residual stress

Philippe Van Bogaert

Buckling strength of curved bridge girder web panels, including residual stress

Philippe Van Bogaert

De vermoeiingssterkte van gelaste buisverbindingen voor bruggen verbeteren dankzij diafragmaverstijving

Dries StaelHans De BackerPhilippe Van Bogaert

Design and construction of a two-hinged steel arch bridge alongside historic brickwork vaults

Philippe Van Bogaert

Design considerations of segmental tunnel linings in assembly stage

Ken SchotteHans De BackerPhilippe Van BogaertTimothy NuttensAlain De Wulf

Design considerations of segmental tunnel linings in assembly stage

Ken SchotteHans De BackerPhilippe Van BogaertTimothy NuttensAlain De Wulf

Determining geometric out-of-plane imperfections in steel tied-arch bridges using strain measurements

Hans De BackerAmelie OuttierPhilippe Van Bogaert

A1 Artikel in een tijdschrift in JOURNAL OF PERFORMANCE OF CONSTRUCTED FACILITIES

Determining the SCFs of tubular bridge joints with an alternative method

Dries StaelHans De BackerPhilippe Van Bogaert

A1 Artikel in een tijdschrift in JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH

Effect of residual stress on the shear buckling strength of curved web bridge girder panels

Philippe Van Bogaert

Effect of residual stress on the shear buckling strength of curved web bridge girder panels

Philippe Van Bogaert

Improved fatigue assessment techniques of connecting welds in orthotropic bridge decks

Wim NagyMarco DiversiPhilippe Van BogaertHans De Backer

Improved fatigue assessment techniques of connecting welds in orthotropic bridge decks

Wim NagyPhilippe Van BogaertHans De Backer

Influence of temperature effects in steel box girders

Marco DiversiKen SchotteWim NagyAmelie OuttierPhilippe Van BogaertHans De Backer

Influence of temperature effects in steel box girders

Marco DiversiKen SchotteWim NagyAmelie OuttierPhilippe Van BogaertHans De Backer

Influence of temperature effects in steel box girders

Marco DiversiKen SchotteWim NagyAmelie OuttierPhilippe Van BogaertHans De Backer

Influence of temperature effects in steel box girders

Marco DiversiKen SchotteWim NagyAmelie OuttierPhilippe Van BogaertHans De Backer

Investigation of uplift impact forces on a vertical wall with an overhanging horizontal cantilever slab

Dogan KisacikPeter TrochPhilippe Van BogaertRobby Caspeele

A1 Artikel in een tijdschrift in COASTAL ENGINEERING

Limiting slenderness values of smaller concrete tied arch bridges

Philippe Van Bogaert

Limiting slenderness values of smaller concrete tied arch bridges

Philippe Van Bogaert

Load-carrying capacity of unbraced historic concrete tied-arch bridges

Philippe Van Bogaert

Methodology for the ovalization monitoring of newly built circular train tunnels based on laser scanning: Liefkenshoek Rail Link (Belgium)

Timothy NuttensCornelis StalHans De BackerKen SchottePhilippe Van BogaertAlain De Wulf

A1 Artikel in een tijdschrift in AUTOMATION IN CONSTRUCTION

Monitoring of movable steel truss bridges

Hans De BackerPhilippe Van BogaertAmelie OuttierKen SchotteWim Nagy

Monitoring of movable steel truss bridges

Hans De BackerPhilippe Van BogaertAmelie OuttierKen SchotteWim Nagy

Monitoring of railway viaducts and bridges

Hans De BackerAmelie OuttierKen SchotteWim NagyPhilippe Van Bogaert

Monitoring of railway viaducts and bridges

Hans De BackerAmelie OuttierKen SchotteWim NagyPhilippe Van Bogaert

Refurbishment of the masonry arch railway bridge Merxem Street

Amelie OuttierBart De PauwPhilippe Van Bogaert

Refurbishment of the masonry arch railway bridge Merxem Street

Amelie OuttierBart De PauwPhilippe Van BogaertHans De Backer

Shear strength of hexagonal section members of portal frame steel bridge

Philippe Van Bogaert

Shear strength of hexagonal section members of portal frame steel bridge

Philippe Van Bogaert

Strain gauge measurements to support research of steel structures

Hans De BackerAmelie OuttierKen SchotteDries StaelWim NagyPhilippe Van Bogaert

Terrestrial laser scanning as a key element in the integrated monitoring of tidal influences on a twin-tube concrete tunnel

Timothy NuttensCornelis StalHans De BackerKen SchottePhilippe Van BogaertPierre DetryAlain De Wulf

A1 Artikel in een tijdschrift in PHOTOGRAMMETRIC RECORD

The effect of residual stresses in fillet welds on the fatigue behavior: a LEFM approach

Wim NagyHans De BackerPhilippe Van Bogaert

2013

Buckling resistance with combined shear of steel curved bridge girder webs

Philippe Van Bogaert

Comparing two types of fatigue and tsunami resisting medium span bridges

Philippe Van Bogaert

Design considerations and construction of the Schuman-Josaphat tunnel in the centre of the European district in Brussels

Bart De PauwP VanderhaegheN HamaideG JorisPhilippe Van Bogaert

Design considerations and construction of the Schuman-Josaphat tunnel in the centre of the European district in Brussels

Bart De PauwP VanderhaegheN HamaideG JorisPhilippe Van Bogaert

Experimental study of pressure distributions due to the breaking wave impacts

Dogan KisacikPeter TrochPhilippe Van Bogaert

Extending the fatigue life of welded tubular bridge joints thanks to internal diaphragm stiffening

Dries StaelHans De BackerPhilippe Van Bogaert

Extending the fatigue life of welded tubular bridge joints thanks to internal diaphragm stiffening

Dries StaelHans De BackerPhilippe Van Bogaert

Fatigue life assessment of orthotropic bridge decks based on fracture mechanics

Wim NagyHans De BackerPhilippe Van Bogaert

Fracture mechanics as an improvement of fatigue life assessment in orthotropic bridge decks

Wim NagyHans De BackerPhilippe Van Bogaert

Fracture mechanics as an improvement of fatigue life assessment in orthotropic bridge decks

Wim NagyHans De BackerPhilippe Van Bogaert

Hoofdstuk in een boek in Research and applications in structural engineering, mechanics and computation

Hot-spot stress determination of tubular arch bridge joints using strain gauges

Dries StaelHans De BackerPhilippe Van Bogaert

A1 Artikel in een tijdschrift in INSIGHT

Influence of wearing courses on fatigue life of orthotropic bridge decks

Hans De BackerAmelie OuttierWim NagyPhilippe Van Bogaert

Integration of the existing Beverentunnel in the new Liefkenshoek Railway Link

Bart De PauwJ MoyaertPhilippe Van BogaertK Berten

Integration of the existing Beverentunnel in the new Liefkenshoek Railway Link

Bart De PauwJ MoyaertPhilippe Van BogaertK Berten

Load-carrying capacity and refurbishment of a historic RC Vierendeel bridge

Philippe Van Bogaert

Monitoring during construction projects of movable bridges and harbour locks

Hans De BackerAmelie OuttierPhilippe Van Bogaert

Monitoring during refurbishment of port infrastructure

Hans De BackerAmelie OuttierKen SchotteDries StaelWim NagyPhilippe Van Bogaert

Monitoring during refurbishment of Port Infrastructure

Hans De BackerAmelie OuttierKen SchotteDries StaelWim NagyPhilippe Van Bogaert

New continuous 3-span concrete railway decks with extradosed post-tensioning cables in widening an existing multiple arch bridge

Bart De PauwPhilippe Van Bogaert

New continuous 3-span concrete railway decks with extradosed post-tensioning cables in widening an existing multiple arch bridge

Bart De PauwPhilippe Van Bogaert

Strain gauge measurements of the precast concrete lining of a shield-driven tunnel

Ken SchotteHans De BackerTimothy NuttensAlain De WulfPhilippe Van Bogaert

A1 Artikel in een tijdschrift in INSIGHT

Structural assessment of the integrated steel fly-overs widening the historic multiple –arch concrete viaduct over the Pede valley

Ken SchotteDries StaelWim NagyBart De PauwHans De BackerPhilippe Van Bogaert

Structural assessment of the integrated steel fly-overs widening the historic multiple –arch concrete viaduct over the Pede valley

Ken SchotteDries StaelWim NagyBart De PauwHans De BackerPhilippe Van Bogaert

Structural monitoring of the Iris railway viaduct in Belgium

Wim NagyKen SchotteDries StaelHans De BackerPhilippe Van Bogaert

Structural monitoring of the Iris railway viaduct in Belgium

Wim NagyKen SchotteDries StaelHans De BackerPhilippe Van Bogaert

Structural response due to violent wave impacts on a vertical structure with a cantilevering slab

Dogan KisacikHans De BackerPhilippe Van Bogaert

Structural response due to violent wave impacts on a vertical structure with a cantilevering slab

Dogan KisacikHans De BackerPhilippe Van Bogaert

Torsion clamping by prestressing bars of an arch bridge in concrete abutment

Philippe Van Bogaert

Torsion clamping by prestressing bars of an arch bridge in concrete abutment

Philippe Van Bogaert

Verification of the performance of the precast concrete lining in the Diabolo Tunnel and Liefkenshoek rail tunnel

Ken SchotteHans De BackerTimothy NuttensAlain De WulfPhilippe Van Bogaert

Verification of the performance of the precast concrete lining in the Diabolo Tunnel and Liefkenshoek rail tunnel

Ken SchotteHans De BackerTimothy NuttensAlain De WulfPhilippe Van Bogaert

Weld penetration in orthotropic steel bridges

Hans De BackerAmelie OuttierPhilippe Van Bogaert

Widening of an existing concrete girder railway bridge with an asymmetric steel section for an additional track

Amelie OuttierBart De PauwHans De BackerPhilippe Van Bogaert

Widening of an existing concrete girder railway bridge with an asymmetric steel section for an additional track

Amelie OuttierBart De PauwHans De BackerPhilippe Van Bogaert

Widening of an existing concrete girder railway bridge with an asymmetric steel section for an additional track

Amelie OuttierBart De PauwHans De BackerPhilippe Van Bogaert

2012

An alternative approach of fatigue life predictions in orthotropic steel bridge decks

Wim NagyHans De BackerPhilippe Van Bogaert

An integral bridge concept in avoiding railway expansion joints

D DecloedtBart De PauwPhilippe Van Bogaert

An integral bridge concept in avoiding railway expansion joints

D DecloedtBart De PauwPhilippe Van Bogaert

Buckling resistance of steel curved bridge girder webs

Philippe Van Bogaert

Buckling resistance of steel curved bridge girder webs

Philippe Van Bogaert

Crack propagation in a stiffener-to-deckplate connection of an orthotropic steel bridge deck

Wim NagyHans De BackerPhilippe Van Bogaert

Decreasing the hot spot stresses of welded tubular bridge nodes by diaphragm stiffening

Dries StaelHans De BackerPhilippe Van Bogaert

Decreasing the hot spot stresses of welded tubular bridge nodes by diaphragm stiffening

Dries StaelHans De BackerPhilippe Van Bogaert

Description of loading conditions due to violent wave impacts on a vertical structure with an overhanging horizontal cantilever slab

Dogan KisacikPeter TrochPhilippe Van Bogaert

A1 Artikel in een tijdschrift in COASTAL ENGINEERING

Design consideration and experiences of the Liefkenshoek railway link tunnel in crossing the River Scheldt and the Canal Dock

Bart De PauwJ MoyaertPhilippe Van Bogaert

Design consideration and experiences of the Liefkenshoek railway link tunnel in crossing the River Scheldt and the Canal Dock

Bart De PauwJ MoyaertPhilippe Van Bogaert

Diabolo railway link underneath Brussels Airport: a successful challange

Karlien BertenBart De PauwPhilippe Van Bogaert

Diabolo railway link underneath Brussels Airport: a successful challenge

Karlien BertenBart De PauwPhilippe Van Bogaert

Evolution with time of vertical train car accelerations on bridges and viaducts

Philippe Van Bogaert

Evolution with time of vertical train car accelerations on bridges and viaducts

Philippe Van Bogaert

Experimental study of pressure distributions due to the breaking wave impacts

Dogan KisacikPeter TrochPhilippe Van Bogaert

Experimental study of violent wave impact on a vertical structure with an overhanging horizontal cantilever slab

Dogan KisacikPeter TrochPhilippe Van Bogaert

A1 Artikel in een tijdschrift in OCEAN ENGINEERING

Inspection and evaluation of steel bridges from a high-speed railway network

Philippe Van Bogaert

Inspection and evaluation of steel bridges from a high-speed railway network

Philippe Van Bogaert

Load-carrying capacity and refurbishment of a historic RC Vierendeel bridge

Philippe Van Bogaert

Load-carrying capacity and refurbishment of a historic VC vierendeel bridge

Philippe Van Bogaert

Loading conditions due to violent wave impacts on coastal structures with cantilever surfaces

Dogan KisacikPeter TrochPhilippe Van Bogaert

Monitoring during large construction projects

Hans De BackerAmelie OuttierKen SchotteDries StaelWim NagyPhilippe Van Bogaert

Monitoring during large construction projects

Hans De BackerAmelie OuttierKen SchotteDries StaelWim NagyPhilippe Van Bogaert

Monitoring infrastructure during construction and refurbishment projects

Hans De BackerAmelie OuttierKen SchotteDries StaelWim NagyPhilippe Van Bogaert

Monitoring infrastructure during construction and refurbishment projects

Hans De BackerAmelie OuttierKen SchotteDries StaelWim NagyPhilippe Van Bogaert

Strain stabilization during construction of the Liefkenshoek rail tunnel

Ken SchotteHans De BackerPhilippe Van Bogaert

Strain stabilization during construction of the Liefkenshoek rail tunnel

Ken SchotteHans De BackerPhilippe Van Bogaert

The influence of connections in concrete bridge superstructures made continuous using a high degree of precasted elements

Bart De PauwPhilippe Van Bogaert

The influence of diaphragm stiffening on the fatigue life of welded tubular joints in bridges

Dries StaelHans De BackerPhilippe Van Bogaert

The influence of slender pier structures of two railway viaducts on the bridge dynamics

Bart De PauwPhilippe Van Bogaert

The influence of slender pier structures of two railway viaducts on the bridge dynamics

Bart De PauwPhilippe Van Bogaert

Uplift forces on a vertical structure with an overhanging horizontal cantilever slab

Dogan KisacikPeter TrochPhilippe Van Bogaert

2011

Accuracy of load test on a double-curved closed section viaduct

Philippe Van Bogaert

Accuracy of load test on a double-curved closed section viaduct

Philippe Van Bogaert

Approaches for increasing the load carrying capacity of historic bridges

Philippe Van Bogaert

Approaches for increasing the load carrying capacity of historic bridges

Philippe Van Bogaert

Bending of converging hangers in steel tied arch bridges

Philippe Van Bogaert

Bending of converging hangers in steel tied arch bridges

Philippe Van Bogaert

Breaking wave impact on a vertical wall with an overhanging horizontal cantilever slab: irregular waves

Dogan KisacikPeter TrochPhilippe Van Bogaert

Experiences with monitoring systems for bridges and tunnels

Hans De BackerAmelie OuttierPhilippe Van Bogaert

Experiences with monitoring systems for bridges and tunnels

Hans De BackerAmelie OuttierKen SchotteDries StaelWim NagyPhilippe Van Bogaert

Experiences with monitoring systems for bridges and tunnels

Hans De BackerAmelie OuttierKen SchotteDries StaelWim NagyPhilippe Van Bogaert

Experiences with SHM for large civil structures

Hans De BackerAmelie OuttierKen SchotteDries StaelWim NagyPhilippe Van Bogaert

Experiences with SHM for large civil structures

Hans De BackerAmelie OuttierKen SchotteDries StaelWim NagyPhilippe Van Bogaert

Fracture mechanics techniques in orthotropic decks

Wim NagyHans De BackerPhilippe Van Bogaert

Frame effect in hangres of steel tied arch bridges

Philippe Van Bogaert

Local buckling of curved steel girder webs

Philippe Van Bogaert

Measurements on orthotropic plated bridge decks with wearing courses

Hans De BackerAmelie OuttierPhilippe Van Bogaert

Measuring geometrical out-of-plane imperfections in steel tied arch bridges

Amelie OuttierHans De BackerBart De PauwPhilippe Van Bogaert

Measuring geometrical out-of-plane imperfections in steel tied arch bridges

Amelie OuttierHans De BackerBart De PauwPhilippe Van Bogaert

Measuring the hot spot stresses of welded tubular nodes with diaphragm stiffening

Dries StaelHans De BackerPhilippe Van Bogaert

Modelling and building of the piers of the iris railway viaduct

Philippe Van BogaertBart De Pauw

Monitoring strains in the Liefkenshoek railway tunnel

Ken SchotteHans De BackerTimothy NuttensAlain De WulfPhilippe Van Bogaert

Monitoring strains in the Liefkenshoek railway tunnel

Ken SchotteHans De BackerTimothy NuttensAlain De WulfPhilippe Van Bogaert

Reducing the hot spot stresses of welded tubular nodes: the influence of diaphragm stiffening

Dries StaelHans De BackerPhilippe Van Bogaert

Strain measurements in precast concrete segments of a shield-driven tunnel

Ken SchotteHans De BackerPhilippe Van Bogaert

Strain measurements in precast concrete segments of a shield-driven tunnel

Ken SchotteHans De BackerPhilippe Van Bogaert

Stress concentrations on orthotropic bridge decks

Corneel DelesiePhilippe Van Bogaert

Testing of double-curved closed section railway viaduct

Philippe Van Bogaert

The design of an integral steel railway bridge in Mechelen

Bart De PauwPhilippe Van Bogaert

The oppurtinity of non-continous stiffening in the steel railway viaduct over the Pede Valley

Bart De PauwPhilippe Van Bogaert

The relation between buckling behavior and strain measurements in steel tied arch bridges

Amelie OuttierHans De BackerBart De PauwPhilippe Van Bogaert

Verfication in situ of the behaviour of a new 3-span concrete integral road bridge

Bart De PauwPhilippe Van Bogaert

Verification in situ of the behaviour of a new 3-span concrete integral road bridge

Bart De PauwPhilippe Van Bogaert

Wireless strain measurements in shield-driven tunnels

Ken SchotteHans De BackerPhilippe Van Bogaert

Wireless strain measurements in shield-driven tunnels

Ken SchotteHans De BackerPhilippe Van Bogaert

2010

Behaviour of a concrete bridge with lateral girders in Z-shape

Bart De PauwPhilippe Van Bogaert

Behaviour of a concrete bridge with lateral girders in Z-shape

Bart De PauwPhilippe Van Bogaert

Breaking wave impact on a vertical wall with an overhanging horizontal cantilever slab: irregular waves

Dogan KisacikPeter TrochPhilippe Van Bogaert

Calculation methods for the buckling behaviour of arch bridges

Amelie OuttierHans De BackerKen SchotteDries StaelPhilippe Van Bogaert

Calculation methods for the buckling behaviour of arch bridges

Amelie OuttierHans De BackerKen SchotteDries StaelPhilippe Van Bogaert

Comparative study on breaking wave forces on vertical walls with cantilever surfaces

Dogan KisacikPhilippe Van BogaertPeter Troch

Design and construction of a double-curved railway overpass and 3-track tubular arch

Philippe Van Bogaert

Design and construction of a double-curved railway overpass and 3-track tubular arch

Philippe Van Bogaert

Design and construction of a double-curved railway overpass and 3-track tubular arch bridge

Philippe Van Bogaert

Design and construction of double-curved railway overpass and 3-track tubular arch bridge

Philippe Van Bogaert

Design methods for buckling of steel tied arch bridges

Amelie OuttierHans De BackerKen SchotteDries StaelPhilippe Van Bogaert

Design methods for buckling of steel tied arch bridges

Amelie OuttierHans De BackerKen SchotteDries StaelPhilippe Van Bogaert

Efficiency assessment of CFRP laminate reinforcement of a partly deficient post-tensioned fly-over

Bart De PauwPhilippe Van BogaertHans De BackerAmelie Outtier

A1 Artikel in een tijdschrift in STRUCTURE AND INFRASTRUCTURE ENGINEERING

Experimental results of breaking wave impact on a vertical wall with an overhanging horizontal cantilever slab

Dogan KisacikPeter TrochPhilippe Van Bogaert

Experimental results of breaking wave impact on a vertical wall with an overhanging horizontal cantilever slab

Dogan KisacikPeter TrochPhilippe Van Bogaert

Integrated steel viaducts for railway in extension of a historic multiple-arch concrete viaduct

Bart De PauwPhilippe Van Bogaert

Integrated steel viaducts for railway in extension of a historic multiple-arch concrete viaduct

Bart De PauwPhilippe Van Bogaert

Long-term monitoring of temperatures in steel box girders

Hans De BackerAmelie OuttierBart De PauwPhilippe Van Bogaert

Long-term monitoring of temperatures in steel box girders

Hans De BackerAmelie OuttierBart De PauwPhilippe Van Bogaert

Residual stresses in welded box sections

Amelie OuttierHans De BackerBart De PauwDries StaelPhilippe Van Bogaert

Strain gauge measurements during the assembly of the Diabolo Tunnel

Ken SchotteHans De BackerTimothy NuttensAlain De WulfPhilippe Van Bogaert

Strain gauge measurements during the assembly of the Diabolo Tunnel

Ken SchotteHans De BackerTimothy NuttensAlain De WulfPhilippe Van Bogaert

Temperature monitoring of steel box girders

Hans De BackerAmelie OuttierKen SchottePhilippe Van Bogaert

Temperature monitoring of steel box girders

Hans De BackerAmelie OuttierKen SchottePhilippe Van Bogaert

Temperature monitoring on steel box girders

Hans De BackerAmelie OuttierBart De PauwPhilippe Van Bogaert

Temperature monitoring on steel box girders

Hans De BackerAmelie OuttierBart De PauwPhilippe Van Bogaert

The influence of diaphragm stiffening on welded tubular nodes in arch bridges

Dries StaelHans De BackerPhilippe Van Bogaert

The influence of diaphragm stiffening on welded tubular nodes in arch bridges

Dries StaelHans De BackerPhilippe Van Bogaert

Tied arch bridges with optimized arrangements of a limited number of hangers

Philippe Van Bogaert

Tied arch bridges with optimized arrangements of a limited number of hangers

Philippe Van Bogaert

2009

A concrete bridge with lateral girders in Z-shape as an alternative for a traditional steel girder bridge

Bart De PauwPhilippe Van Bogaert

Buckling tests on plastic models in verifying the effectiveness of non-continuous stiffening of steel panels

Bart De PauwPhilippe Van Bogaert

Conceptual design of branching nodes of bridges with central arches

Bart De PauwPhilippe Van BogaertOlivier De Smet

Current and end section design requirements for high-speed tunnels

Philippe Van Bogaert

Fatigue calculation of concrete according to EC2: severe or not?

Hans De BackerAmelie OuttierPhilippe Van Bogaert

Fatigue due to concrete compression in bridges compared to practice

Philippe Van Bogaert

Loading condtions and structural response due to violent wave impacts on coastal structures with cantilever surfaces

Dogan KisacikPeter TrochPhilippe Van Bogaert

Modeling stiffener distortion in orthotropic bridge decks with FEM using superelements

Corneel DelesiePhilippe Van Bogaert

Numerical and experimental assessment of thermal stresses in steel box girders

Hans De BackerAmelie OuttierPhilippe Van Bogaert

Recent and future railway tunnels in Belgium

Philippe Van Bogaert

Recent and future railway tunnels in Belgium

Philippe Van Bogaert

The effect of using beam buckling curves on the stability of steel arch bridges

Hans De BackerAmelie OuttierPhilippe Van Bogaert

Wind and wind gust effect on narrow composite arch bridges

Philippe Van Bogaert

2008

Alternatives for bridge surfacing with orthotropic plated deck: a fatigue point of view

Hans De BackerAmelie OuttierPhilippe Van Bogaert

A2 Artikel in een tijdschrift in FOUNDATIONS OF CIVIL AND ENVIRONMENTAL ENGINEERING

Analytical calculation of internal forces in orthotropic plated bridge decks based on the slope-deflection method

Hans De BackerAmelie OuttierPhilippe Van Bogaert

A1 Artikel in een tijdschrift in JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH

Autonomous systems for strain and vibration measurements

Hans De BackerAmelie OuttierBart De PauwPhilippe Van Bogaert

Autonomous systems for strain and vibration measurements

Hans De BackerAmelie OuttierBart De PauwPhilippe Van Bogaert

Development of an out-of-plane buckling curve for curved elements

Amelie OuttierHans De BackerPhilippe Van Bogaert

Development of an out-of-plane buckling curve for curved elements

Amelie OuttierHans De BackerPhilippe Van Bogaert

Early fatigue damage and repair of steel orthotropic plated bridge deck

Philippe Van BogaertHans De Backer

Experiences from Engineering Education in Conceptual Design of Structures

Philippe Van BogaertHans De BackerBart De PauwAmelie OuttierCorneel DelesieLien Verberckmoes

Experiences from Engineering Education in Conceptual Design of Structures

Philippe Van BogaertHans De BackerBart De PauwAmelie OuttierCorneel DelesieLien Verberckmoes

Experimental results of loading conditions due to violent wave impacts on coastal structures with cantilever surfaces

Dogan KisacikPhilippe Van BogaertPeter TrochJoost Van SlyckenPatricia Verleysen

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

Fatigue under shear in a concrete wall

Hans De BackerAmelie OuttierPhilippe Van Bogaert

Fatigue under shear in a concrete wall

Hans De BackerAmelie OuttierPhilippe Van Bogaert

Improving the fatigue resistance of steel tubular arch bridges by diaphragm stiffening

Philippe Van BogaertLien Verberckmoes

Le projet Liefkenshoek de liaison ferroviaire sous l’Escaut

Philippe Van Bogaert

A2 Artikel in een tijdschrift in TUNNELS ET OUVRAGES SOUTERRAINS

New Railway Connection below Brussels Airport

Philippe Van BogaertBart De Pauw

New Railway Connection below Brussels Airport

Philippe Van BogaertBart De Pauw

Quantification of thermal loads in steel box girders

Hans De BackerAmelie OuttierPhilippe Van Bogaert

Quantification of thermal loads in steel box girders

Hans De BackerAmelie OuttierPhilippe Van Bogaert

The effect of stiffener distortion of orthotropic bridge decks on load dispersal behaviour and stress concentrations

Corneel DelesiePhilippe Van Bogaert

The effect of stiffener distortion of orthotropic bridge decks on stress concentrations and load dispersal behaviour

Corneel DelesiePhilippe Van Bogaert

The relation between buckling behaviour and residual weld stresses in steel tied arch bridges

Amelie OuttierHans De BackerPhilippe Van Bogaert

The relation between buckling behaviour and residual weld stresses in steel tied arch bridges

Amelie OuttierHans De BackerPhilippe Van Bogaert

The slope deflection method for orthotropic plated bridge decks

Hans De BackerAmelie OuttierCorneel DelesiePhilippe Van Bogaert

Wireless Strain and Acceleration Measurement Devices used for Bridge Testing

Philippe Van BogaertHans De BackerBart De PauwAmelie OuttierCorneel DelesieLien Verberckmoes

Wireless Strain and Acceleration Measurement Devices used for Bridge Testing

Philippe Van BogaertHans De BackerBart De PauwAmelie OuttierCorneel DelesieLien Verberckmoes

2007

A study on extradosed bridges for road and railway traffic

Wouter De CorteK BRUYLANDPhilippe Van Bogaert

An evaluation of the use of fracture mechanics techniques for the design of orthotropic decks

Wouter De CortePhilippe Van Bogaert

Assessment of the out-of-plane imperfections of a steel tied arch bridge

Amelie OuttierHans De BackerPhilippe Van Bogaert

Concepts for piers of multi-span viaducts

Philippe Van Bogaert

Effects of light rail traffic on a 30 year old cable stayed bridge

Philippe Van Bogaert

Examination of local stresses in relation to fatigue failure at the rib to floorbeam joint of orthotropic plated bridge decks

W. DE CORTECorneel DelesiePhilippe Van Bogaert

A2 Artikel in een tijdschrift in Bridge Structures

Fatigue failure of a steel crane beam console connected to a concrete wall

Hans De BackerA OUTTILERPhilippe Van Bogaert

High precision strain gauge measurements in areas of high stress concentrations of orthotropic plated bridge decks

Hans De BackerAmelie OuttierPhilippe Van Bogaert

A1 Artikel in een tijdschrift in INSIGHT

Improvements to the analysis of floorbeams with additional web cutouts for orthotropic plated decks with closed continuous ribs

W DE CORTEPhilippe Van Bogaert

A1 Artikel in een tijdschrift in STEEL AND COMPOSITE STRUCTURES

Influence of the bearing systems on the buckling behaviour of arch bridges

Amelie OuttierHans De BackerPhilippe Van Bogaert

Numerical approach to the lateral buckling of steel tied-arch bridges

Amelie OuttierHans De BackerPhilippe Van Bogaert

Out-of-plane buckling curve for steel tied arch bridges

Amelie OuttierHans De BackerPhilippe Van Bogaert

Sealed tuned liquid column dampers: a cost effective solution for vibration damping of large arch hangers

Wouter De CorteCorneel DelesiePhilippe Van Bogaert

Separation of structural and practical functionalities for wearing courses on steel box girders

Hans De BackerAmelie OuttierPhilippe Van Bogaert

Stability and node-detailing of tubular steel arch bridges

Philippe Van Bogaert

The application of tubular truss bridges for pedestrian bridges

Hans De BackerAmelie OuttierBart De PauwPhilippe Van Bogaert

The influence of residual weld stresses on the buckling behaviour of arch bridges

Amelie OuttierHans De BackerBart De PauwPhilippe Van Bogaert

The influence of solar radiation on steel box girders

Hans De BackerAmelie OuttierPhilippe Van Bogaert

Wind load and gust effects on slender steel arches

Philippe Van BogaertJ THIELEMANSBart De Pauw

2006

Analytical model for the stiffening-to-deck plate detail in orthotropic bridges

Hans De BackerAmelie OuttierPhilippe Van Bogaert

Anchoring of Cables for Single Pylon Extradosed Post-tensioned Concrete Bridge

Philippe Van Bogaert

Bridge design: Combining old and new into aesthetic structures

Philippe Van Bogaert

Buckling of Steel Tied Arches during Erection

Philippe Van BogaertAmelie Outtier

Design and Construction of the Merxem Bridge – A Single Tubular Arch

Philippe Van Bogaert

Dynamic Behaviour of an ballasted Track supported by a Concret Slab or Asphalt Interlayers on an unstable Underground

Bart De PauwWouter De CortePhilippe Van Bogaert

Effectiveness of non-continuous longitudinal stiffening of thin-walled steel Panels and Box Girders

Bart De PauwHans De BackerWouter De CortePhilippe Van Bogaert

Effectiveness of post-tensioned roof beams and thrust force compensation applied to an underground structure

Wouter De CortePhilippe Van BogaertHans De Backer

Efficiency-assessment of CFRP-laminate Reinforcement of Partly Deficient post-tensioned Fly-over

Bart De PauwPhilippe Van BogaertHans De BackerAmelie Outtier

Experimental verification of lateral buckling of steel tied arch bridge

Amelie OuttierPhilippe Van BogaertHans De BackerBart De PauwWouter De Corte

Fatigue cracks in orthotropic decks: possible alternatives

Hans De BackerPhilippe Van BogaertAmelie Outtier

Integrated steel fly-overs for railway contrasting a historical multiple-arch concrete viaduct

Bart De PauwPhilippe Van Bogaert

Lateral Buckling of Steel Tied Arch Bridge

Amelie OuttierHans De BackerPhilippe Van Bogaert

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

Strain Measurements as a Tool for Stability Verification of Steel Tied Arches

Philippe Van BogaertAmelie Outtier

The Control of Wind induced Vibrations of Tied Arch Hangers by Tuned Liquid Column Dampers

Wouter De CorteCorneel DelesiePhilippe Van Bogaert

The effect of Rib Distorsion at the Rib to Floorbeam Joint on the Fatigue Behaviour of Orthotropic Plated Decks

Wouter De CortePhilippe Van Bogaert

The effect of rib distortion at the rib ro floorbeam joint on the fatigue behaviour of orthotropic plated decks

Wouter De CortePhilippe Van Bogaert

The effect of shear deformations in floorbeams on the moment distribution in orthotropic plated bridge decks

Wouter De CortePhilippe Van Bogaert

A1 Artikel in een tijdschrift in JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH

The importance of rib distortion at the rib to floorbeam joint of orthotropic plated decks

Wouter De CortePhilippe Van Bogaert

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 CortePhilippe Van Bogaert

A1 Artikel in een tijdschrift in INSIGHT

Transformations to a 30-year old steel cable-stayed bridge for light rail traffic

Philippe Van Bogaert

Wind Gust and Wind-Traffic Effects on Narrow Steel Tied Arch Bridge

Philippe Van BogaertA JUTILA

2005

A novel design concept incorporating socio-economical needs

Hans De BackerWouter De CortePhilippe Van BogaertBart De Pauw

A Novel Design Concept Incorporating Socio-economical Needs

Hans De BackerPhilippe Van BogaertBart De PauwWouter De Corte

Alternatives for surfacing on bridges with orthotropic plated deck from a fatigue point of view

Hans De BackerWouter De CortePhilippe Van Bogaert

Antwerp North-South railway link for a new urban development Tunnelling and Underground Techniques

Philippe Van BogaertJ VEREERSTRAETEN

Bridge Design: Combining Old and New into Aesthetic Structures

Philippe Van Bogaert

Efficiency of closed stiffener orthotropic deck panels for railway bridges

Wouter De CortePhilippe Van BogaertHans De Backer

A2 Artikel in een tijdschrift in Bridge Structures

Evaluation of an experimental CFRP pre-stressed beam and slab road bridge

Wouter De CortePhilippe Van Bogaert

A1 Artikel in een tijdschrift in COMPOSITES PART B-ENGINEERING

Experimental Approach to Lateral Buckling of Steel Tied Arch Bridges

Philippe Van BogaertBart De PauwWouter De CorteHans De Backer

Experimental verifications of vibration- and fatigue conduct of viaducts and large span bridges, crossed by high-speed trains

Philippe Van Bogaert

Field Testing of Dispersion Layers to reduce Fatigue Damage in Orthotropic Steel Bridge Decks

Hans De BackerBart De PauwWouter De CortePhilippe Van Bogaert

Integration of existing sewers and drainage in new urban structures

Philippe Van BogaertHans De BackerBart De PauwWouter De Corte

Integration of Existing Sewers and Drainage in new Urban Structures

Philippe Van BogaertHans De BackerBart De PauwWouter De Corte

New Integrated Fly-overs contrasting a Historic Multiple-Arch concrete Viaduct

Bart De PauwPhilippe Van Bogaert

Two alternatives for a railway viaduct in a densely populated area

Bart De PauwHans De BackerWouter De CortePhilippe Van Bogaert

Two Alternatives for a Railway Viaduct in Densily Populated Area

Bart De PauwHans De BackerWouter De CortePhilippe Van Bogaert

2004

Conceptual new steeldeck design for highway bridges

Hans De BackerPhilippe Van Bogaert

Efficiency of non-continuous logitudinal stiffening of thin-walled steel panels

Bart De PauwPhilippe Van BogaertWouter De CorteHans De Backer

Efficiency of non-continuous longitudinal stiffening of thin-walled steel panels

Bart De PauwPhilippe Van Bogaert

Fatigue assessment of orthotropic bridge decks through high frequency strain gauge measurements

Wouter De CortePhilippe Van Bogaert

Fatigue strength verification of steel orthotropic plated bridge deck for railway bridges

Wouter De CortePhilippe Van Bogaert

Force variations and slackness in tied arch bridges with crossing hangers

Hans De BackerBart De PauwWouter De CortePhilippe Van Bogaert

Orthotropic plated bridge deck analysis: a road-railway comparison

Wouter De CortePhilippe Van BogaertHans De BackerBart De Pauw

Slender steel arches with particular hanger arrangement for modernising concrete bridges

Philippe Van BogaertWouter De CorteBart De PauwHans De Backer

Static and continuous strain measuring on steel tied arch bridge crossed by lorries and freight trains

Philippe Van BogaertWouter De Corte

Steel tied arch bridges with fan hanger arrangement

Bart De PauwPhilippe Van BogaertWouter De CorteHans De Backer

The use of dispersion layers to reduce the fatigue damage in orthotropic steel bridge decks

Hans De BackerBart De PauwWouter De CortePhilippe Van Bogaert

The use of dispersion layers to reduce the fatigue damage in orthotropic steel bridge decks

Hans De BackerWouter De CorteBart De PauwPhilippe Van Bogaert

Verification of local and global bridge action of a tied arch railway bridge with orthotropic deck during consecutive test phases

Wouter De CortePhilippe Van BogaertHans De BackerBart De Pauw

2003

A case study on strain gauge measurements on large post-tensioned concrete beams of a railway support structure

Hans De BackerWouter De CortePhilippe Van Bogaert

A1 Artikel in een tijdschrift in INSIGHT

Assessment of fatigue strength of steel orthotropic plated bridge decks from continuous measured stress spectra

Wouter De CortePhilippe Van Bogaert

Efficiency assessment of non-continuous longitudinal stiffening of thin-walled steel panels in steel railway bridges

Bart De PauwPhilippe Van Bogaert

Fatigue of orthotropic plated bridge decks subject to various traffic load types

Wouter De CortePhilippe Van Bogaert

From through section to shell structure design of flyovers for rail loading

Philippe Van Bogaert

Precast HPC post-tensioned alternatives for a railway crossing viaduct

Hans De BackerBart De PauwWouter De CortePhilippe Van Bogaert

Pretensioned carbon fiber wires for a road bridge, experiences in Belgium

Wouter De CortePhilippe Van BogaertBart De Pauw

Steel tied arch railway bridge

Philippe Van Bogaert

A2 Artikel in een tijdschrift in Structural engineering international

Strain gauge measurement as a tool for assessment of post-tensioning in building structures below a historic brickwork vaulted arch

Wouter De CortePhilippe Van Bogaert

A1 Artikel in een tijdschrift in INSIGHT

Structural optimum panel length of concrete track slab in tunnels

Hans De BackerWouter De CortePhilippe Van Bogaert

Structureel concept en resultaten van de geboorde tunnel B - NZV Antwerpen

Philippe Van Bogaert

The concept and application of tied arch bridges with radial converging hangers

Philippe Van BogaertL DE TAEYE

Tied arch bridges with radial oriented hangers subjected to rail traffic

Philippe Van BogaertBart De Pauw

Vibration conduct of viaducts and large span bridges due to the crossing of high-speed trains

Philippe Van BogaertH DETANDTW RAEMDONCK

Widening of a historic multiple-arch concrete viaduct by integrated new fly-overs

Bart De PauwPhilippe Van Bogaert

2002

Fatigue assessment of orthotropic bridge crossbeams: a combined framework - F.E. approach.

Wouter De CortePhilippe Van Bogaert

Het bepalen van het rendement van voorspanning in ondergrondse bouwwerken door spanningsmetingen

Wouter De CortePhilippe Van Bogaert

Shear problems in precambered-prestressed bridge girders.

Philippe Van BogaertBart De Pauw

Substructure transformations of continuous multiple girder bridges

Bart De PauwPhilippe Van Bogaert

2001

Assessment of effectiveness of post-tensioning applied to underground structures.

Philippe Van BogaertW DE CORTE

Assessment of erection quality of steel tied arch bridges.

Philippe Van Bogaert

Behaviour of train cars moving across steel tied arch bridges.

Philippe Van Bogaert

Bouwkwaliteit, systemen en hun efficiëntie in het project Berchem-Antwerpen

Philippe Van Bogaert

Influence of crossbeam topology on the stress distribution in closed stiffener orthotropic bridge decks.

Philippe Van BogaertW DE CORTE

Interactive qualification and cooperation-based tendering of bored tunnel structures

Philippe Van Bogaert

Long term fatigue bending tests on stiffened plates for railway bridges.

Philippe Van BogaertW DE CORTE

Non-continuous longitudinal stiffening of compressed flanges in steel structural members

Philippe Van BogaertB DE PAUWWouter De Corte

2000

An underground north-south railway crossing below the city of Antwerp

I COUCHARDPhilippe Van Bogaert

Assessment of cross beam fatigue in orthotropic plated bridge decks by measurement - Complying influence lines

Wouter De CortePhilippe Van Bogaert

Assessment of cross beam fatigue in orthotropic plated bridge decks by measurement-complying influence lines

W DE CORTEPhilippe Van Bogaert

Stiffener soffit stress distribution in ballasted orthotropic steel railway bridge decks

Philippe Van BogaertW DE CORTE

Stiffener soffit stress distribution in ballasted orthotropic steel railway bridge decks

Philippe Van BogaertWouter De Corte

Supporting monumental structures by prestressing brickwork

Philippe Van Bogaert

The construction of the Lot overpass for high-speed line with steel truss elements and high strength concrete girders

Philippe Van Bogaert

1999

Fatigue strength tests for repairing of cope holes in welded beams.

Philippe Van Bogaert

Long term fatigue bending tests on stiffened plates for railway bridges.

Philippe Van Bogaert

Ondervanging van geklasseerde kunstwerken in de toegangshelling Berchem - Antwerpen-Centraal.

Philippe Van Bogaert

Ontwerpdiagrammen voor palen met centrisch geplaatste buigwapening.

Philippe Van BogaertW DE CORTE

Sporen onder een Monumentaal Viaduct.

Philippe Van Bogaert

1997

Belgian procedure for the Evaluation of existing steel bridges

A BRULSG LABEEUWPhilippe Van Bogaert

Deformation-compatibilty of steel truss and high-strength concrete girders

Philippe Van Bogaert

Het staal-beton viaduct voor de hogesnelheidslijn in Lot (Beersel)

Philippe Van Bogaert

Staal-beton viaduct voor de hogesnelheidslijn in Lot

Philippe Van Bogaert

A4 Artikel in een tijdschrift in CEMENT (AMSTERDAM)

1996

Ontwerpvoorwaarden en oplossingen voor de bouwwerken op het baanvak Brussel-Gingelom van de oosttak van de hogesnelheidslijn

Philippe Van BogaertE DE CLERCQG JORISK SCHERPEREELC BOVINGN VAN TITTELBOOM

Ontwikkelingen in het ontwerpen van bouwwerken voor de hogesnelheidslijn

Philippe Van Bogaert

Technische kenmerken van enkele bouwwerken op het baanvak Lembeek- Brussel van de hogesnelheidslijn

Philippe Van BogaertE DE CLERCQG JORISK SCHERPEREELC BOVINGN VAN TITTELBOOM

Widening by steel structure of brickwork arches in urban environment

Philippe Van Bogaert

1995

De tuibrug van de Humaniteitslaan

Philippe Van BogaertG Joris

A2 Artikel in een tijdschrift in INFRASTRUCTUUR IN HET LEEFMILIEU

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

1987

Instabiliteit van ingegraven buizen met geringe of gedeeltelijke aanaanrding

Philippe Van BogaertD. Van Depitte

Architect, constructeur, vakman en publiek: de culturele opgave IABSE-Workshop Ch. Voss, Moermond, Nederland 2001, .IABSE Nederland, 4.

Philippe Van Bogaert

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

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

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

Fatigue behaviour of orthotropic bridge decks subjected to traffic loads. Doctoraatssymposium FTW RUG. Gent, België, december 2000,.RUG, p. 3, 2000.

W DE CORTEPhilippe Van Bogaert

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 CHRISTIAENSPhilippe Van Bogaert

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

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 COUCHARDPhilippe Van Bogaert

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