Column-to-foundation connection test

The dataset consists of four files: two .csv files and two .jpg files. The .csv files contain the experimental data obtained during the testing procedure. Two reinforced concrete cantilever columns made with recycled aggregate concrete (RAC) were tested under quasi-static cyclic loading and monotoni...

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Detalles Bibliográficos
Autores: Vidović, Milica, Carević, Jelena, Milićević, Ivan
Tipo de recurso: conjunto de datos
Fecha de publicación:2026
País:España
Institución:Consorci de Serveis Universitaris de Catalunya (CSUC)
Repositorio:CORA.Repositori de Dades de Recerca
OAI Identifier:oai:dnet:cora.rdr____::da4bfdefac3b320b8c3ebc367d418fdb
Acceso en línea:https://doi.org/10.34810/DATA3379
Access Level:acceso abierto
Palabra clave:Engineering
Demountable connection
Cyclic load
Precast structures
Experimental testing
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spelling Column-to-foundation connection testVidović, MilicaCarević, JelenaMilićević, IvanEngineeringDemountable connectionCyclic loadPrecast structuresExperimental testingThe dataset consists of four files: two .csv files and two .jpg files. The .csv files contain the experimental data obtained during the testing procedure. Two reinforced concrete cantilever columns made with recycled aggregate concrete (RAC) were tested under quasi-static cyclic loading and monotonic loading conditions. The columns and foundations were precasted, and the connection between them was provided trought demountable connection with column shoes. For all specimens, HPKM 16 and Copra 16H were chosen and embedded into concrete elements. The results of the cyclic loading test are provided in R1-1C dataset.csv and R1-1M dataset.csv, while the results of the monotonic loading test are provided in R1-1M dataset.csv.The experimental test setup and the positions of the LVDTs are presented in Picture 1.jpg. The reinforcement layout and the locations of the strain gauges are presented in Picture 2.jpg.CORA.Repositori de Dades de RecercaTosic, Nikola160(RI)2026info:eu-repo/semantics/datasethttps://doi.org/10.34810/DATA3379reponame:CORA.Repositori de Dades de Recercainstname:Consorci de Serveis Universitaris de Catalunya (CSUC)Inglésinfo:eu-repo/semantics/openAccessCC BY 4.0oai:dnet:cora.rdr____::da4bfdefac3b320b8c3ebc367d418fdb2026-06-17T12:20:17Z
dc.title.none.fl_str_mv Column-to-foundation connection test
title Column-to-foundation connection test
spellingShingle Column-to-foundation connection test
Vidović, Milica
Engineering
Demountable connection
Cyclic load
Precast structures
Experimental testing
title_short Column-to-foundation connection test
title_full Column-to-foundation connection test
title_fullStr Column-to-foundation connection test
title_full_unstemmed Column-to-foundation connection test
title_sort Column-to-foundation connection test
dc.creator.none.fl_str_mv Vidović, Milica
Carević, Jelena
Milićević, Ivan
author Vidović, Milica
author_facet Vidović, Milica
Carević, Jelena
Milićević, Ivan
author_role author
author2 Carević, Jelena
Milićević, Ivan
author2_role author
author
dc.contributor.none.fl_str_mv Tosic, Nikola
160(RI)
dc.subject.none.fl_str_mv Engineering
Demountable connection
Cyclic load
Precast structures
Experimental testing
topic Engineering
Demountable connection
Cyclic load
Precast structures
Experimental testing
description The dataset consists of four files: two .csv files and two .jpg files. The .csv files contain the experimental data obtained during the testing procedure. Two reinforced concrete cantilever columns made with recycled aggregate concrete (RAC) were tested under quasi-static cyclic loading and monotonic loading conditions. The columns and foundations were precasted, and the connection between them was provided trought demountable connection with column shoes. For all specimens, HPKM 16 and Copra 16H were chosen and embedded into concrete elements. The results of the cyclic loading test are provided in R1-1C dataset.csv and R1-1M dataset.csv, while the results of the monotonic loading test are provided in R1-1M dataset.csv.The experimental test setup and the positions of the LVDTs are presented in Picture 1.jpg. The reinforcement layout and the locations of the strain gauges are presented in Picture 2.jpg.
publishDate 2026
dc.date.none.fl_str_mv 2026
dc.type.none.fl_str_mv info:eu-repo/semantics/dataset
format dataset
dc.identifier.none.fl_str_mv https://doi.org/10.34810/DATA3379
url https://doi.org/10.34810/DATA3379
dc.language.none.fl_str_mv Inglés
language_invalid_str_mv Inglés
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
CC BY 4.0
eu_rights_str_mv openAccess
rights_invalid_str_mv CC BY 4.0
dc.publisher.none.fl_str_mv CORA.Repositori de Dades de Recerca
publisher.none.fl_str_mv CORA.Repositori de Dades de Recerca
dc.source.none.fl_str_mv reponame:CORA.Repositori de Dades de Recerca
instname:Consorci de Serveis Universitaris de Catalunya (CSUC)
instname_str Consorci de Serveis Universitaris de Catalunya (CSUC)
reponame_str CORA.Repositori de Dades de Recerca
collection CORA.Repositori de Dades de Recerca
repository.name.fl_str_mv
repository.mail.fl_str_mv
_version_ 1869409475464527872
score 15,812429

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