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Safety Assessment for Capacity Design of Bolted Steel Connections in Tension
Safety Assessment for Capacity Design of Bolted Steel Connections in Tension
Lateral torsional buckling of an I-shaped hoisting spreader beam
Lateral torsional buckling of an I-shaped hoisting spreader beam
Probabilistic fatigue resistance model for steel welded details under variable amplitude loading – inference and uncertainty estimation
Probabilistic fatigue resistance model for steel welded details under variable amplitude loading – inference and uncertainty estimation
Fracture mechanics based fatigue life prediction for a weld toe crack under constant and variable amplitude random block loading—Modeling and uncertainty estimation
Fracture mechanics based fatigue life prediction for a weld toe crack under constant and variable amplitude random block loading—Modeling and uncertainty estimation
Estimation of the Structural Reliability for Fatigue of Welded Bridge Details Using Advanced Resistance Models
Estimation of the Structural Reliability for Fatigue of Welded Bridge Details Using Advanced Resistance Models
Added value of regular in-service visual inspection to the fatigue reliability of structural details in steel bridges
Added value of regular in-service visual inspection to the fatigue reliability of structural details in steel bridges
Simplified contraint-modified failure assessment procedure for structral components containing defects
Simplified contraint-modified failure assessment procedure for structral components containing defects
Fatigue life prediction of hot-riveted shear connections using system reliability
Fatigue life prediction of hot-riveted shear connections using system reliability
Representativeness of compressed flange behaviour for trapezoidal stell sheeting under combined web crippling and bending
Representativeness of compressed flange behaviour for trapezoidal stell sheeting under combined web crippling and bending
Partial factors for fatigue loads in the Eurocode system for road bridge design
Partial factors for fatigue loads in the Eurocode system for road bridge design
Bending-shear interaction of steel I-shaped cross-sections. Statistical investigation
Bending-shear interaction of steel I-shaped cross-sections. Statistical investigation
Compatibility of S-N and crack growth curves in the fatigue reliability assessment of a welded steel joint. 2nd International Conference on Structural Integrity, ICSI 2017, 4-7 September 2017, Funchal, Madeira, Portugal
Compatibility of S-N and crack growth curves in the fatigue reliability assessment of a welded steel joint. 2nd International Conference on Structural Integrity, ICSI 2017, 4-7 September 2017, Funchal, Madeira, Portugal
Meer lering uit trilling. Fietsrotonde Hovenring Eindhoven (2)
Meer lering uit trilling. Fietsrotonde Hovenring Eindhoven (2)
Experimental study into bending shear interaction of rolled I-shaped sections
Experimental study into bending shear interaction of rolled I-shaped sections
Numerical simulation of fatigue crack growth rate and crack retardation due to an overload using a cohesive zone model
Numerical simulation of fatigue crack growth rate and crack retardation due to an overload using a cohesive zone model
Fatigue of threaded rods in cable anchorages due to Vortex shedding
Fatigue of threaded rods in cable anchorages due to Vortex shedding
Deskundigenrapport toepassing en inspectie van roestvaststaal (RVS) in zwembaden
Deskundigenrapport toepassing en inspectie van roestvaststaal (RVS) in zwembaden
Survey on damage mechanics models for fatigue life prediction
Survey on damage mechanics models for fatigue life prediction
Numerical simulation of stable fatigue crack growth rate using a cohesive zone model
Numerical simulation of stable fatigue crack growth rate using a cohesive zone model
Local buckling of fire-exposed aluminum members: New design model
Local buckling of fire-exposed aluminum members: New design model
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