The doi above is for this specific version of this dataset, which is currently the latest. Newer versions may be published in the future. For a link that will always point to the latest version, please use
doi: 10.4121/39908ad6-1af8-4592-b6f3-e71106c971aa

Sharma, Satyadhrik; Longo, Michele; Messali, Francesco (2023): Supporting data for: A novel tier-based numerical analysis procedure for the structural assessment of masonry quay walls under traffic loads. Version 1. 4TU.ResearchData. dataset. https://doi.org/10.4121/39908ad6-1af8-4592-b6f3-e71106c971aa.v1

Dataset

• Civil Engineering
• Engineering

Finite element method, Foundation damage, Historical infrastructure, Non-linear dynamic, Quay walls, Soil-structure interaction, Traffic loading, Unreinforced masonry

2023

CC BY 4.0

RefWorks, BibTeX, Reference Manager, Endnote, DataCite, NLM, DC, CFF

by Satyadhrik Sharma , Michele Longo , Francesco Messali

The dataset contains results corresponding to the application of the novel numerical analysis procedure developed in the linked resource to an existing quay wall in Amsterdam, the Netherlands. The analysis procedure can be used to simulate the passage of a vehicle on roads constructed on the backfills of retaining structures.

• 2023-07-03 first online, published, posted

4TU.ResearchData

Excel workbooks

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

• Programma Bruggen en Kademuren Gemeente Amsterdam via the Amsterdam institute for Advanced Metropolitan Solutions

Delft University of Technology