Show
Sort by
-
- Journal Article
- open access
Load‐carrying capacity of Vierendeel bridges in Mechelen
-
Monitoring of construction and use of a steel railway bridge with one central arch
-
Ground settlements due to construction of triplet tunnels with different construction arrangements
-
- Conference Paper
- C1
- open access
Combining bored tunnels : optimal construction order of multiple independant shield-driven tunnels
(2018) p.17-25 -
Fire design for the refurbishment of a railway tunnel
-
Refurbishment of masonry arch bridge due to insufficient load capacity
-
Design and project planning of the renovation of a railway line
-
Design and project planning of the renovation of a railway line
-
- Conference Paper
- C3
- open access
Refurbishment of the masonry arch on Merxem street bridge
-
Refurbishment of the masonry arch on Merxem street bridge
-
Framed or triangular brace arrangements in tubular arches
-
Framed or triangular brace arrangements in tubular arches
-
- Conference Paper
- C1
- open access
The new combined road and railway infrastructure crossing the canal 'Leuvense vaart' in bypass of the railway station of Mechelen
-
Long length railway tunnelling in Belgium: feasibility design and decision-making
-
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
-
Design of the renewal of slab track on existing steel Vierendeel railway bridges
(2014) p.1-12 -
- Conference Paper
- C1
- open access
Track-structure interaction in a new concept of station in Mechelen
-
- Conference Paper
- C1
- open access
Design and combined rail-structure response of a new high speed railway bridge
-
- Conference Paper
- C1
- open access
The influence of the abutment stiffness on the design of the new steel double track integral railway bridge in Mechelen
-
Design and combined rail-structure response of a new high speed railway bridge
-
The influence of the abutment stiffness on the design of the new steel double track integral railway bridge in Mechelen
-
Track-structure interaction in a new concept of Station in Mechelen
-
Design of the renewal of slab track on existing steel Vierendeel railway bridges
-
Refurbishment of the masonry arch railway bridge Merxem Street
-
Refurbishment of the masonry arch railway bridge Merxem Street
-
Design considerations and construction of the Schuman-Josaphat tunnel in the centre of the European district in Brussels
-
Design considerations and construction of the Schuman-Josaphat tunnel in the centre of the European district in Brussels
-
Integration of the existing Beverentunnel in the new Liefkenshoek Railway Link
-
Integration of the existing Beverentunnel in the new Liefkenshoek Railway Link
-
Structural assessment of the integrated steel fly-overs widening the historic multiple –arch concrete viaduct over the Pede valley
-
Widening of an existing concrete girder railway bridge with an asymmetric steel section for an additional track
-
Design and construction of the Schuman Multimodal point tunnel under the centre of the European district in Brussels
-
Integrated steel fly-overs for railway in extension of the historic multiple-arch concrete viaduct over the Pede Valley
-
Widening of an existing concrete girder railway bridge with an asymmetric steel section for an additional track
-
New continuous 3-span concrete railway decks with extradosed post-tensioning cables in widening an existing multiple arch bridge
-
Structural assessment of the integrated steel fly-overs widening the historic multiple –arch concrete viaduct over the Pede valley
-
Transformation of unused road infrastructure to combined road-railway infrastructure
-
Refurbishment and lifetime assessment of the Beverentunnel in Liefkenshoek
-
Widening of an existing concrete girder railway bridge with an asymmetric steel section for an additional track
-
Refurbishment and lifetime assessment of the Beverentunnel in Liefkenshoek
-
Design and construction of the Schuman Multimodel Point tunnel undert the centre of the European district in Brussels
-
Transformation of unused road infrastructure to combined road-railway infrastructure
-
New continuous 3-span concrete railway decks with extradosed post-tensioning cables in widening an existing multiple arch bridge
-
Integrated steel fly-overs for reailway in extension of the historic multiple-arch concrete viaduct over the Pede Valley
-
The influence of combined track-structure response on the substructure of railway viaduct
-
The influence of combined track-structure response on the substructure of railway viaducts
-
An integral bridge concept in avoiding railway expansion joints
-
An integral bridge concept in avoiding railway expansion joints
-
The influence of slender pier structures of two railway viaducts on the bridge dynamics
-
The influence of slender pier structures of two railway viaducts on the bridge dynamics
-
The influence of connections in concrete bridge superstructures made continuous using a high degree of precasted elements
-
Diabolo railway link underneath Brussels Airport: a successful challenge
-
Diabolo railway link underneath Brussels Airport: a successful challange
-
Design consideration and experiences of the Liefkenshoek railway link tunnel in crossing the River Scheldt and the Canal Dock
-
Design consideration and experiences of the Liefkenshoek railway link tunnel in crossing the River Scheldt and the Canal Dock
-
Measuring geometrical out-of-plane imperfections in steel tied arch bridges
-
Measuring geometrical out-of-plane imperfections in steel tied arch bridges
-
The relation between buckling behavior and strain measurements in steel tied arch bridges
-
Modelling and building of the piers of the iris railway viaduct
-
Verification in situ of the behaviour of a new 3-span concrete integral road bridge
-
Verfication in situ of the behaviour of a new 3-span concrete integral road bridge
-
The design of an integral steel railway bridge in Mechelen
-
The oppurtinity of non-continous stiffening in the steel railway viaduct over the Pede Valley
-
Residual stresses in welded box sections
-
- Conference Paper
- C3
- open access
Long-term monitoring of temperatures in steel box girders
-
- Conference Paper
- C3
- open access
Temperature monitoring on steel box girders
-
- Conference Paper
- C1
- open access
Integrated steel viaducts for railway in extension of a historic multiple-arch concrete viaduct
-
- Conference Paper
- C1
- open access
Behaviour of a concrete bridge with lateral girders in Z-shape
-
- Conference Paper
- C3
- open access
Integrated steel viaducts for railway in extension of a historic multiple-arch concrete viaduct
-
- Conference Paper
- C3
- open access
Behaviour of a concrete bridge with lateral girders in Z-shape
-
- Conference Paper
- C1
- open access
Temperature monitoring on steel box girders
-
Long-term monitoring of temperatures in steel box girders
-
Efficiency assessment of CFRP laminate reinforcement of a partly deficient post-tensioned fly-over
-
A concrete bridge with lateral girders in Z-shape as an alternative for a traditional steel girder bridge
-
Conceptual design of branching nodes of bridges with central arches
-
Buckling tests on plastic models in verifying the effectiveness of non-continuous stiffening of steel panels
-
New Railway Connection below Brussels Airport
-
New Railway Connection below Brussels Airport
-
Experiences from Engineering Education in Conceptual Design of Structures
-
Experiences from Engineering Education in Conceptual Design of Structures
(2008) p.1-7 -
Wireless Strain and Acceleration Measurement Devices used for Bridge Testing
-
Wireless Strain and Acceleration Measurement Devices used for Bridge Testing
-
Autonomous systems for strain and vibration measurements
-
Autonomous systems for strain and vibration measurements
-
Wind load and gust effects on slender steel arches
-
The influence of residual weld stresses on the buckling behaviour of arch bridges
-
The application of tubular truss bridges for pedestrian bridges
-
Experimental verification of lateral buckling of steel tied arch bridge
-
Efficiency-assessment of CFRP-laminate Reinforcement of Partly Deficient post-tensioned Fly-over
-
Integrated steel fly-overs for railway contrasting a historical multiple-arch concrete viaduct
-
Dynamic Behaviour of an ballasted Track supported by a Concret Slab or Asphalt Interlayers on an unstable Underground
-
Effectiveness of non-continuous longitudinal stiffening of thin-walled steel Panels and Box Girders
-
Two alternatives for a railway viaduct in a densely populated area
-
A novel design concept incorporating socio-economical needs
-
Integration of existing sewers and drainage in new urban structures
-
Experimental Approach to Lateral Buckling of Steel Tied Arch Bridges
-
Integration of Existing Sewers and Drainage in new Urban Structures
-
New Integrated Fly-overs contrasting a Historic Multiple-Arch concrete Viaduct
-
Two Alternatives for a Railway Viaduct in Densily Populated Area