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
The objective of this work is to study the behaviour of masonry arches discretized in rigid blocks u...
Efficiency in the assessment and analysis of structural systems is of critical economic importance. ...
Heterogeneous limit analysis with infinitely resistant blocks and rigid-plastic joints reduced to in...
For each one of the simulations performed from the parametric analysis of masonry pointed arches wit...
For each one of the simulations performed from the parametric analysis of masonry pointed arches wit...
For each one of the simulations performed from the parametric analysis of masonry buttressed arches ...
For each one of the simulations performed from the parametric analysis of masonry buttressed arches ...
For each one of the simulations performed from the parametric analysis of masonry buttressed arches ...
For each one of the simulations performed from the parametric analysis of masonry panels with limit ...
The dataset is produced by running a series of 360 simulations using the in-house code ALMA (Analisi...
The dataset is produced by running a series of 360 simulations using the in-house code ALMA (Analisi...
The dataset is produced by running a series of 360 simulations using the in-house code ALMA (Analisi...
In this work, the collapse load of a masonry arch subjected to an actual horizontal displacement of ...
Efficiency in structural analysis is economically paramount. First-order assessment strategies play ...
The objective of this work is to study the behaviour of masonry arches discretized in rigid blocks u...
Efficiency in the assessment and analysis of structural systems is of critical economic importance. ...
Heterogeneous limit analysis with infinitely resistant blocks and rigid-plastic joints reduced to in...
For each one of the simulations performed from the parametric analysis of masonry pointed arches wit...
For each one of the simulations performed from the parametric analysis of masonry pointed arches wit...
For each one of the simulations performed from the parametric analysis of masonry buttressed arches ...
For each one of the simulations performed from the parametric analysis of masonry buttressed arches ...
For each one of the simulations performed from the parametric analysis of masonry buttressed arches ...
For each one of the simulations performed from the parametric analysis of masonry panels with limit ...
The dataset is produced by running a series of 360 simulations using the in-house code ALMA (Analisi...
The dataset is produced by running a series of 360 simulations using the in-house code ALMA (Analisi...
The dataset is produced by running a series of 360 simulations using the in-house code ALMA (Analisi...
In this work, the collapse load of a masonry arch subjected to an actual horizontal displacement of ...
Efficiency in structural analysis is economically paramount. First-order assessment strategies play ...
The objective of this work is to study the behaviour of masonry arches discretized in rigid blocks u...
Efficiency in the assessment and analysis of structural systems is of critical economic importance. ...
Heterogeneous limit analysis with infinitely resistant blocks and rigid-plastic joints reduced to in...