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A rotating smeared crack approach in Sequentially Linear Analysis using the Elastic-brittle fraction model
A rotating smeared crack approach in Sequentially Linear Analysis using the Elastic-brittle fraction model
Influences of Element Types on Nonlinear Finite Element Analysis of a Concrete Column Under Near-Field Blast Loading
Influences of Element Types on Nonlinear Finite Element Analysis of a Concrete Column Under Near-Field Blast Loading
Quantification of the resistance modeling uncertainty of 19 alternative 2D nonlinear finite element approaches benchmarked against 101 experiments on reinforced concrete beams
Quantification of the resistance modeling uncertainty of 19 alternative 2D nonlinear finite element approaches benchmarked against 101 experiments on reinforced concrete beams
A multi-surface interface model for sequentially linear methods to analyse masonry structures
A multi-surface interface model for sequentially linear methods to analyse masonry structures
Non-proportional loading in sequentially linear solution procedures for quasi-brittle fracture
Non-proportional loading in sequentially linear solution procedures for quasi-brittle fracture: A comparison and perspective on the mechanism of stress redistribution
Two solution strategies to improve the computational performance of Sequentially Linear Analysis for quasi-brittle structures
Two solution strategies to improve the computational performance of Sequentially Linear Analysis for quasi-brittle structures
Non-proportional loading in sequentially linear analysis for 3D stress states
Non-proportional loading in sequentially linear analysis for 3D stress states
Non-proportional loading for 3-D stress situations in Sequentially Linear Analysis
Non-proportional loading for 3-D stress situations in Sequentially Linear Analysis
Damage functions for the vulnerability assessment of masonry buildings subjected to tunneling
Damage functions for the vulnerability assessment of masonry buildings subjected to tunneling
C¹ - continuous crack propagation for mixed-mode fracture problems
C¹ - continuous crack propagation for mixed-mode fracture problems
3D numerical analysis of tunnelling induced damage: The influence of the alignment of a masonry building with the tunnel axis
3D numerical analysis of tunnelling induced damage: The influence of the alignment of a masonry building with the tunnel axis
A testing preocedure for the evaluation of directional mesh bias
A testing preocedure for the evaluation of directional mesh bias
Photogrammetric measurements of the experimental analysis of a masonry façade subject to tunnelling-induced settlement
Photogrammetric measurements of the experimental analysis of a masonry façade subject to tunnelling-induced settlement
Vulnerability assessment of buildings subject to tunnel-induced settlements: The influence of orientation and position of the building
Vulnerability assessment of buildings subject to tunnel-induced settlements: The influence of orientation and position of the building
Modelling of bond behaviour by means of sequentially linear analysis and concrete-to-steel interface elements
Modelling of bond behaviour by means of sequentially linear analysis and concrete-to-steel interface elements
Sequentially linear analysis of masonry structures under nonproportional loading
Sequentially linear analysis of masonry structures under nonproportional loading
Circumventing bifurcations in structural softening
Circumventing bifurcations in structural softening
Coupled analysis of building damage due to tunneling
Coupled analysis of building damage due to tunneling
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