Dataset on the cyclic experimental behavior of Steel frames with Reinforced Concrete infill Walls

This paper presents the experimental data on the cyclic behavior of Steel frames with Reinforced Concrete infill Walls (SRCW). Two specimens, characterized by a different shear studs distribution, have been tested: the first one is provided with shear studs positioned only in the four corners of the...

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Detalles Bibliográficos
Autores principales: Morelli, Francesco, Caprili, Silvia, Salvatore, Walter
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Elsevier 2018
Materias:
Engineering
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6141444/
https://www.ncbi.nlm.nih.gov/pubmed/30229082
http://dx.doi.org/10.1016/j.dib.2018.06.111
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author Morelli, Francesco
Caprili, Silvia
Salvatore, Walter
author_facet Morelli, Francesco
Caprili, Silvia
Salvatore, Walter
author_sort Morelli, Francesco
collection PubMed
description This paper presents the experimental data on the cyclic behavior of Steel frames with Reinforced Concrete infill Walls (SRCW). Two specimens, characterized by a different shear studs distribution, have been tested: the first one is provided with shear studs positioned only in the four corners of the steel frame; the second one presents shear studs all distributed along the perimeter of the steel frame except for the zone of the dissipative fuses. The overall setup, loading protocol, collapse mechanisms, force-displacement curves for both the whole system and the main single components are described for the two tested prototypes.
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spelling pubmed-61414442018-09-18 Dataset on the cyclic experimental behavior of Steel frames with Reinforced Concrete infill Walls Morelli, Francesco Caprili, Silvia Salvatore, Walter Data Brief Engineering This paper presents the experimental data on the cyclic behavior of Steel frames with Reinforced Concrete infill Walls (SRCW). Two specimens, characterized by a different shear studs distribution, have been tested: the first one is provided with shear studs positioned only in the four corners of the steel frame; the second one presents shear studs all distributed along the perimeter of the steel frame except for the zone of the dissipative fuses. The overall setup, loading protocol, collapse mechanisms, force-displacement curves for both the whole system and the main single components are described for the two tested prototypes. Elsevier 2018-06-30 /pmc/articles/PMC6141444/ /pubmed/30229082 http://dx.doi.org/10.1016/j.dib.2018.06.111 Text en © 2018 The Authors http://creativecommons.org/licenses/by/4.0/ This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).
spellingShingle Engineering
Morelli, Francesco
Caprili, Silvia
Salvatore, Walter
Dataset on the cyclic experimental behavior of Steel frames with Reinforced Concrete infill Walls
title Dataset on the cyclic experimental behavior of Steel frames with Reinforced Concrete infill Walls
title_full Dataset on the cyclic experimental behavior of Steel frames with Reinforced Concrete infill Walls
title_fullStr Dataset on the cyclic experimental behavior of Steel frames with Reinforced Concrete infill Walls
title_full_unstemmed Dataset on the cyclic experimental behavior of Steel frames with Reinforced Concrete infill Walls
title_short Dataset on the cyclic experimental behavior of Steel frames with Reinforced Concrete infill Walls
title_sort dataset on the cyclic experimental behavior of steel frames with reinforced concrete infill walls
topic Engineering
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6141444/
https://www.ncbi.nlm.nih.gov/pubmed/30229082
http://dx.doi.org/10.1016/j.dib.2018.06.111
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AT caprilisilvia datasetonthecyclicexperimentalbehaviorofsteelframeswithreinforcedconcreteinfillwalls
AT salvatorewalter datasetonthecyclicexperimentalbehaviorofsteelframeswithreinforcedconcreteinfillwalls

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