2D and 3D Modelling Strategies to Reproduce the Response of Historical Masonry Buildings Subjected to Settlements

Empirical fragility and ROC curves for masonry buildings subjected to settlements

Shape matters: Influence of varying settlement profiles due to multicausal subsidence when modelling damage in a masonry façade

Sensitivity modelling with objective damage assessment of unreinforced masonry façades undergoing different subsidence settlement patterns

Detailed distinct element modeling of a Utrecht wharf cellar for the assessment of the load-bearing capacity and failure mechanism

In-Plane Behaviour of Unreinforced Masonry Strengthened with a Structural Glass Window: A Proof of Concept

A rotating smeared crack approach in Sequentially Linear Analysis using the Elastic-brittle fraction model

Simulation of Brittle Collapse Mechanisms in Historical Masonry Using Sequentially Linear Analysis (SLA)

Modelling of Damage in Historical Masonry Façades Subjected to a Combination of Ground Settlement and Vibrations

Innovative Application of Self-healing Technology to Masonry: A Proof of Concept

Investigation of the Structural Performance of Masonry Wharf Cellars in Utrecht Using the Distinct Element Method

Influences of Element Types on Nonlinear Finite Element Analysis of a Concrete Column Under Near-Field Blast Loading

Fragility curves for light damage of clay masonry walls subjected to seismic vibrations

An Analytical and Numerical Approach for Shear Failure of Pier-Wall Connections in Typical Dutch URM Buildings

Influence of openings on two-way bending capacity of unreinforced masonry walls

A correlation study to support material characterisation of typical Dutch masonry structures

Critical analysis on the use of the shove test for investigating the shear-sliding behavior of brick masonry

A total-strain based orthotropic continuum model for the cyclic nonlinear behavior of unreinforced brick masonry structures

Quantification of the resistance modeling uncertainty of 19 alternative 2D nonlinear finite element approaches benchmarked against 101 experiments on reinforced concrete beams

Numerical issues on brittle shear failure of pier-wall continuous vertical joints in URM dutch buildings