2D and 3D Modelling Strategies to Reproduce the Response of Historical 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

A novel tier-based numerical analysis procedure for the structural assessment of masonry quay walls under traffic loads

Structural Assessment of a Masonry Quay Wall in Amsterdam Under Traffic Loading

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

Accurate and Efficient 2D Modelling of Historical Masonry Buildings Subjected to Settlements in Comparison to 3D Approaches

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

Analytical and numerical modelling of the in-plane response of timber diaphragms retrofitted with plywood panels

Sub-structure-based ‘three-tiered’ finite element approach to soil-masonry-wall interaction for light seismic motion

Calibration of the mechanism based method SLaMA against NLFEA for URM detached houses: Cross-validation and calibration of simplified methods for different building typologies

NLTH and NLPO analyses of Building B: Module 3 – Harmonisatie berekeningsmethode

NLTH and NLPO analyses of Building A: Module 3 – Harmonisatie berekeningsmethode

Calcium silicate against clay brick masonry: an experimental comparison of the in-plane behaviour during light damage

High-resolution monitoring of the initial development of cracks in experimental masonry shear walls and their reproduction in finite element models

Calibration of a mechanism-based method against NLFEA for NLPO analyses of URM terraced house units: Cross-validation and calibration of simplified methods for different building typologies

Experimental and computational study of the influence of pre-damage patterns in unreinforced masonry crack propagation due to induced, repeated earthquakes

Crack initiation and propagation in unreinforced masonry specimens subjected to repeated in-plane loading during light damage

Damage sensitivity of Groningen masonry structures – Experimental and computational studies: Stream 1