Advanced finite element modelling and material characterisation procedures in support to the structural assessment of urban masonry quay walls
the Amsterdam case study
F. Messali (TU Delft - Applied Mechanics)
Rita Esposito (TU Delft - Applied Mechanics)
S. Sharma (TU Delft - Applied Mechanics)
Michele Longo (TU Delft - Applied Mechanics)
U. Jain (TU Delft - Applied Mechanics)
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Abstract
Masonry quay walls are vital infrastructure in many historic cities, serving both functional and historical purposes. Originally designed as gravity retaining walls, they now face increased vehicle loads and widespread material degradation, particularly in timber foundations. Traditional assessment methods are often overly conservative, lacking standard procedures for multi-wythe masonry characterisation.With over 200 km of quay walls in Amsterdamrequiring renovation, there is an urgent need for practical, reliable assessment methods. This paper provides an overview of recent research conducted at TU Delft with focus on the response of masonry superstructure, presenting and discussing key advancements in the development of high-fidelity static and dynamic finite element models and minor-destructive testing for masonry mechanical property characterisation.
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