Data from the parametric analysis of masonry pointed arches with limit analysis subjected to vertical self-weight plus a proportional horizontal live load
For each one of the simulations performed from the parametric analysis of masonry pointed arches with limit analysis, this database contains a .txt, a .vtk and a .png file. In the .txt file the elapsed time and the collapse multiplier of each simulation can be found. The .vtk file contains all the geometry and displacement values of every masonry panel. Finally, the .png file presents the collapse mechanism obtained.
Cite this dataset as:
Jimenez Rios, A.,
Pingaro, M.,
Reccia, E.,
Nela, B.,
Trovalusci, P.,
2021.
Data from the parametric analysis of masonry pointed arches with limit analysis subjected to vertical self-weight plus a proportional horizontal live load.
Zenodo.
Available from: https://doi.org/10.5281/zenodo.5146824.
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Creators
Alejandro Jimenez Rios
Sapienza University of Rome
Marco Pingaro
Sapienza University of Rome
Emanuele Reccia
University of Cagliari
Bledian Nela
Sapienza University of Rome
Patrizia Trovalusci
Sapienza University of Rome
Funders
Ministry of Universities and Research (Italy)
https://doi.org/10.13039/501100003407
PRIN National Grant 2017
2017HFPKZY
Sapienza University of Rome
https://doi.org/10.13039/501100004271
Sapienza Research Grant “Progetti Grandi” 2018
B81G19000060005
Sardinia Foundation
https://doi.org/10.13039/100007359
Rilievo, modellazione, monitoraggio e risanamento di volte e cupole in muratura (RMMR)
F72F20000320007
Publication details
Publication date: 29 July 2021
by: Zenodo
Version: 1
DOI: https://doi.org/10.5281/zenodo.5146824
URL for this record: https://researchdata.bath.ac.uk/1545
Related papers and books
Jiménez Rios, A., Nela, B., Pingaro, M., Reccia, E., and Trovalusci, P., 2022. Rotation and sliding collapse mechanisms for in plane masonry pointed arches: statistical parametric assessment. Engineering Structures, 262, 114338. Available from: https://doi.org/10.1016/j.engstruct.2022.114338.
Contact information
Please contact the Research Data Service in the first instance for all matters concerning this item.
Contact person: Alejandro Jimenez Rios
Faculty of Engineering & Design
Architecture & Civil Engineering
