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Bart De Pauw

Prijzen & Erkenningen

120 Resultaten

2024

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

Philippe Van BogaertHans De BackerBart De Pauw

2023

Load‐carrying capacity of Vierendeel bridges in Mechelen

Philippe Van BogaertBart De Pauw

2020

A numerical study of structural stress evaluation methods

Nouman IqbalHeng FangAhsan NaseemHans De Backer

2019

Ground settlements due to construction of triplet tunnels with different construction arrangements

Ahsan NaseemKen SchotteBart De PauwHans De Backer

A1 Artikel in een tijdschrift in ADVANCES IN CIVIL ENGINEERING

Monitoring of construction and use of a steel railway bridge with one central arch

Hans De BackerAmelie OuttierBart De PauwGilles Van Staen

2018

Combining bored tunnels : optimal construction order of multiple independant shield-driven tunnels

Hans De BackerAmelie OuttierBart De PauwKen SchotteAhsan Naseem

2016

Design and project planning of the renovation of a railway line

Amelie OuttierBart De PauwHans De Backer

Design and project planning of the renovation of a railway line

Amelie OuttierBart De PauwHans De Backer

Fire design for the refurbishment of a railway tunnel

Amelie OuttierMarco DiversiBart De PauwHans De Backer

Refurbishment of masonry arch bridge due to insufficient load capacity

Amelie OuttierBart De PauwPhilippe Van BogaertHans De Backer

2015

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

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

Design and combined rail-structure response of a new high speed railway bridge

Pieter VanderhaegheBart De PauwJonas Thielemans

Design and combined rail-structure response of a new high speed railway bridge

Pieter VanderhaegheBart De PauwJonas Thielemans

Design of the renewal of slab track on existing steel Vierendeel railway bridges

Jonas ThielemansBart De Pauw

Design of the renewal of slab track on existing steel Vierendeel railway bridges

J ThielesmansBart De Pauw

Long length railway tunnelling in Belgium: feasibility design and decision-making

K BertenBart De Pauw

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

The design of a three track steel arch railway bridge in replacing an existing vierendeel bridge

The design of a three track steel arch railway bridge in replacing an existing vierendeel bridge

The influence of the abutment stiffness on the design of the new steel double track integral railway bridge in Mechelen

The influence of the abutment stiffness on the design of the new steel double track integral railway bridge in Mechelen

The new combined road and railway infrastructure crossing the canal 'Leuvense vaart' in bypass of the railway station of Mechelen

Track-structure interaction in a new concept of Station in Mechelen

D DecloedtBart De Pauw

Track-structure interaction in a new concept of station in Mechelen

D. DecloedtBart De Pauw

2013

Design and construction of the Schuman Multimodal point tunnel under the centre of the European district in Brussels

Pieter VanderhaegheNoëlle HamaideBart De PauwGuido JorisKarlien Berten

Design and construction of the Schuman Multimodel Point tunnel undert the centre of the European district in Brussels

Pieter VanderhaegheNoëlle HamaideBart De PauwGuido JorisKarlien Berten

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

Integrated steel fly-overs for railway in extension of the historic multiple-arch concrete viaduct over the Pede Valley

Integrated steel fly-overs for reailway in extension of the historic multiple-arch concrete viaduct over the Pede Valley

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

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

Refurbishment and lifetime assessment of the Beverentunnel in Liefkenshoek

Joris MoyaertBart De Pauw

Refurbishment and lifetime assessment of the Beverentunnel in Liefkenshoek

Joris MoyaertBart De Pauw

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

Transformation of unused road infrastructure to combined road-railway infrastructure

Jonas ThielemansBart De Pauw

Transformation of unused road infrastructure to combined road-railway infrastructure

Jonas ThielemansBart De Pauw

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 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

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

The influence of combined track-structure response on the substructure of railway viaduct

Jonas ThielemansBart De Pauw

The influence of combined track-structure response on the substructure of railway viaducts

Jonas ThielemansBart De Pauw

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 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

2011

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

Modelling and building of the piers of the iris railway viaduct

Philippe Van BogaertBart De Pauw

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

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

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

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

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

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

2008

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

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

New Railway Connection below Brussels Airport

Philippe Van BogaertBart De Pauw

New Railway Connection below Brussels Airport

Philippe Van BogaertBart De Pauw

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

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

Wind load and gust effects on slender steel arches

Philippe Van BogaertJ THIELEMANSBart De Pauw

2006

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

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

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

Bart De PauwPhilippe Van Bogaert

2005

A Novel Design Concept Incorporating Socio-economical Needs

Hans De BackerPhilippe Van BogaertBart De PauwWouter De Corte

A novel design concept incorporating socio-economical needs

Hans De BackerWouter De CortePhilippe Van BogaertBart De Pauw

Experimental Approach to Lateral Buckling of Steel Tied Arch Bridges

Philippe Van BogaertBart De PauwWouter De CorteHans De Backer

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 Densily Populated Area

Bart De PauwHans De BackerWouter De CortePhilippe Van Bogaert

Two alternatives for a railway viaduct in a densely populated area

Bart De PauwHans De BackerWouter De CortePhilippe Van Bogaert

2004

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

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

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

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

Bart De PauwPhilippe 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

Tied arch bridges with radial oriented hangers subjected to rail traffic

Philippe Van BogaertBart De Pauw

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

Bart De PauwPhilippe Van Bogaert

2002

Shear problems in precambered-prestressed bridge girders.

Philippe Van BogaertBart De Pauw

Substructure transformations of continuous multiple girder bridges

Bart De PauwPhilippe Van Bogaert