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Non-linear finite elementmodelling of prestressed slab-between-girder bridge
Non-linear finite elementmodelling of prestressed slab-between-girder bridge: using a 3D non-planar mesh of shell elements
Investigation of the influence of open straight-legged stirrups on the shear resistance of concrete beams
Investigation of the influence of open straight-legged stirrups on the shear resistance of concrete beams: Nonlinear finite element analysis
An Experimental and Numerical Study on Decayed Azobé Sheet piles
An Experimental and Numerical Study on Decayed Azobé Sheet piles
Shear Strengthening of Prestressed Concrete I-Girders
Shear Strengthening of Prestressed Concrete I-Girders: Using Externally Bonded Carbon-Fibre Reinforced Polymers
Towards a uniform and optimal approach for safe NLFEA of reinforced concrete beams
Towards a uniform and optimal approach for safe NLFEA of reinforced concrete beams: Quantification of the accuracy of multiple solution strategies using a large number of samples
Validation of Sequentially Linear Analysis for Quasi-Brittle Behaviour of Reinforced Concrete Structures under Proportional and Non-Proportional Loading
Validation of Sequentially Linear Analysis for Quasi-Brittle Behaviour of Reinforced Concrete Structures under Proportional and Non-Proportional Loading
3D non-linear finite element modelling of an onshore wind turbine foundation
3D non-linear finite element modelling of an onshore wind turbine foundation
Damage to Masonry Houses due to a Riverine Dyke Breach
Damage to Masonry Houses due to a Riverine Dyke Breach: A hydraulic and structural approach
A Hyperbolic model for Degradation in Tension mode-I Fracture of Masonry
A Hyperbolic model for Degradation in Tension mode-I Fracture of Masonry: Implementation and Validation in Engineering masonry model
Thin Glass
Thin Glass: A Study on the Applicability in Greenhouse Coverings
Non-linear seismic assessment and retrofitting of unreinforced masonry buildings
Non-linear seismic assessment and retrofitting of unreinforced masonry buildings
Modelling the seismic response of an unreinforced masonry structure
Modelling the seismic response of an unreinforced masonry structure
Comparison of models for load distributions in a skew precast box girder viaduct
Comparison of models for load distributions in a skew precast box girder viaduct
Dwarskrachtsterkte van verticaal voorgespannen tandopleggingen / Shear capacity of vertically prestressed half joints
Dwarskrachtsterkte van verticaal voorgespannen tandopleggingen / Shear capacity of vertically prestressed half joints
Beam or truss mechanism for shear in concrete: Problems converting a beam into a truss
Beam or truss mechanism for shear in concrete: Problems converting a beam into a truss
Numerical modeling of dam-reservoir interaction seismic response using the Hybrid Frequency–Time Domain (HFTD) method
Numerical modeling of dam-reservoir interaction seismic response using the Hybrid Frequency–Time Domain (HFTD) method
Computational Modelling of Masonry Structures
Computational Modelling of Masonry Structures
Hydrodynamic pressures on large lock structures
Hydrodynamic pressures on large lock structures
Aanvullende proeven in de tunnelproefopstelling: Constructiegedrag onder gebruiksbelastingen en het effect van plaatsingsonnauwkeurigheden: deel 2: resultaten van serie B
Aanvullende proeven in de tunnelproefopstelling: Constructiegedrag onder gebruiksbelastingen en het effect van plaatsingsonnauwkeurigheden: deel 2: resultaten van serie B
Aanvullende proeven in de tunnelproefopstelling: Constructiegedrag onder gebruiksbelastingen en het effect van plaatsingsonnauwkeurigheden: deel 1: opzet en resultaten van serie A
Aanvullende proeven in de tunnelproefopstelling: Constructiegedrag onder gebruiksbelastingen en het effect van plaatsingsonnauwkeurigheden: deel 1: opzet en resultaten van serie A
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