{"data":{"id":"10.4121/4fd90d71-ffd9-4db2-a358-8576f5b19a32","type":"dois","attributes":{"doi":"10.4121/4fd90d71-ffd9-4db2-a358-8576f5b19a32","prefix":"10.4121","suffix":"4fd90d71-ffd9-4db2-a358-8576f5b19a32","identifiers":[],"alternateIdentifiers":[],"creators":[{"name":"Hemel, Mart-Jan","givenName":"Mart-Jan","familyName":"Hemel","affiliation":[],"nameIdentifiers":[]}],"titles":[{"title":"Analytical quay wall model; MODEL underlying the dissertation: \"Amsterdam quays under pressure - Modelling and testing of historic canal walls\""}],"publisher":"4TU.ResearchData","container":{},"publicationYear":2023,"subjects":[{"subject":"Civil Engineering","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"0905"},{"subject":"FOS: Civil engineering","schemeUri":"http://www.oecd.org/science/inno/38235147.pdf","subjectScheme":"Fields of Science and Technology (FOS)"},{"subject":"Expanding Knowledge","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"9701"},{"subject":"Computer Software","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"0803"},{"subject":"FOS: Computer and information sciences","schemeUri":"http://www.oecd.org/science/inno/38235147.pdf","subjectScheme":"Fields of Science and Technology (FOS)"},{"subject":"Numerical and Computational Mathematics","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"0103"},{"subject":"FOS: Mathematics","schemeUri":"http://www.oecd.org/science/inno/38235147.pdf","subjectScheme":"Fields of Science and Technology (FOS)"},{"subject":"Mathematical Physics","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"0105"},{"subject":"Expanding Knowledge","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"97"},{"subject":"Engineering","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"09"},{"subject":"Mathematical Sciences","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"01"},{"subject":"Information and Computing Sciences","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"08"},{"subject":"Education","subjectScheme":"Australian and New Zealand Standard Research Classification (ANZSRC), 2008","classificationCode":"13"},{"subject":"Analytical quay wall model"},{"subject":"MATLAB"},{"subject":"Differential equations"},{"subject":"Pile-soil-pile interaction"},{"subject":"Historic quay walls Amsterdam"},{"subject":"Time: 2023"}],"contributors":[{"name":"TU Delft, Faculty Of Civil Engineering And Geosciences, Department Of Hydraulic Engineering","nameType":"Organizational","affiliation":[],"contributorType":"Other","nameIdentifiers":[]}],"dates":[{"date":"2023-10-11","dateType":"Issued"}],"language":"en","types":{"ris":"DATA","bibtex":"misc","citeproc":"dataset","schemaOrg":"Dataset","resourceType":"Dataset","resourceTypeGeneral":"Dataset"},"relatedIdentifiers":[],"relatedItems":[],"sizes":[],"formats":["MATLAB files and pdf manual"],"version":"1","rightsList":[{"rights":"Creative Commons Zero v1.0 Universal","rightsUri":"https://creativecommons.org/publicdomain/zero/1.0/legalcode","schemeUri":"https://spdx.org/licenses/","rightsIdentifier":"cc0-1.0","rightsIdentifierScheme":"SPDX"}],"descriptions":[{"description":"As an integral component of the doctoral dissertation titled \"Amsterdam Quay Walls Under Pressure – Modeling and Testing of Historic Canal Walls\" authored by Mart-Jan Hemel, an analytical quay wall program was meticulously developed using MATLAB. This specialized program served various purposes, including the replication of experiments conducted at the Overamstel test site, conducting sensitivity and probability studies, and facilitating forensic research into the Grimburgwal's collapse. Notably, this model demonstrates substantial potential in efficiently and accurately modelling historical quay walls.\u003cbr\u003eIn this data-set a manual and full code of the program is provided.\u003cbr\u003eThe provided code is made available as open access, and all credits and recognition for its creation go to Mart-Jan Hemel, the original author. This code is provided here for educational and illustrative purposes, and any use or further distribution should be attributed to the author. If you find this code useful or have any questions, please consider reaching out to the original author for more information and guidance.","descriptionType":"Abstract"}],"geoLocations":[],"fundingReferences":[],"xml":"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