*** Supporting data for: A novel tier-based numerical analysis procedure for the structural assessment of masonry quay walls under traffic loads *** 
Authors: S. Sharma, M. Longo, F. Messali
Structural Mechanics Group, TU Delft, Faculty of Civil Engineering and Geosciences, Department of Materials, Mechanics, Management & Design (3MD)
Corresponding author: S.Sharma
Contact Information:
s.sharma-9@tudelft.nl
Delft University of Technology - Faculty of Civil Engineering and Geosciences
Stevinweg 1, 2628 CN Delft
The Netherlands

***General Introduction***
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.
Linked Resource: 10.3389/fbuil.2023.1194658

***Numerical Modelling Software***
All analyses were performed in Diana 10.6

***Description of the data in this data set***
The data included in this data set are 
1) Force vs. displacement values for Model 1, Model 4 and Model 5. This is provided in the file named "MaximumReactionForcevsMaximumOOPDisplacement.xlsx" 
Column A contains values of Load Multiplier
Column B contains values of OOP displacement in units of mm
Column C contains values of OOP reaction force in units of kN/m

2) Displacement vs. time history for Model 1 for Load Multiplier= 1. This is provided in the file named "DisplacementTimeHistories.xlsx"
Column A contains values of time in seconds
Columns B,C,D contains values of OOP displacement at locations L/4, L/2 and 3L/4 along the quay wall respectively in units of mm
Columns F,G,H contains values of vertical displacement at location L/4, L/2 and 3L/4 along the quay wall respectively in units of mm