Column connection test
The dataset contains experimental measurements obtained from laboratory connection tests performed on small-scale composite specimens consisting of concrete column elements, brick masonry units, and rubber interface layers. There were six tested specimens (C1, C2, C3, CG1, CG2 and CG3), with three s...
| 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____::35c424c9ebda1db7098ed7ba63b0485f |
| Acceso en línea: | https://doi.org/10.34810/DATA3381 |
| Access Level: | acceso abierto |
| Palabra clave: | Engineering Shear load-bearing capacity Concrete–masonry connection Column-to-infill interface Experimental testing |
| Sumario: | The dataset contains experimental measurements obtained from laboratory connection tests performed on small-scale composite specimens consisting of concrete column elements, brick masonry units, and rubber interface layers. There were six tested specimens (C1, C2, C3, CG1, CG2 and CG3), with three specimens representing a reference configuration without interface gap (C-series), and three specimens incorporating a predefined interface gap (CG-series), denoted by the letter G. The tests were performed under displacement-controlled loading with a loading rate of 1.0 mm/min. The primary objective of the experimental program was to evaluate the shear load-bearing capacity, deformation characteristics, and overall mechanical response of the connection under monotonic loading conditions. The tested connection represents the column-to-infill interface within the infilled frame system developed for the pilot house of the EU funded CIRC-BOOST project. The dataset is provided in CSV format and includes detailed time-history records acquired during testing, such as applied force, displacement, stroke, stress, and strain measurements. Additionally, the dataset contains characteristic response parameters for each specimen, including maximum load capacity and corresponding displacement values. Besides the dataset in CSV format, supplementary materials are also provided, including a technical drawing of the experimental setup and a photograph of a tested specimen. The dataset may be used for research and educational purposes in the fields of structural engineering, masonry structures, connection mechanics, experimental testing, and seismic performance assessment of composite structural systems. |
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