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...
| Autores: | , , |
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| 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 |
| Sumario: | 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. |
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