For each one of the simulations performed from the parametric analysis of masonry buttressed arches with limit analysis subjected to vertical self-weight plus a proportional horizontal live load, 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 buttressed arch. Finally, the .png file presents the collapse mechanism obtained
The collapse of dry-stack masonry arches results from the transformation of a static system to a mec...
The collapse of dry-stack masonry arches results from the transformation of a static system to a mec...
This contribute analyses the collapse mechanisms of a circular masonry arch supported on rectangular...
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 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 pointed arches wit...
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 collapse of dry-stack masonry arches results from the transformation of a static system to a mec...
The collapse of dry-stack masonry arches results from the transformation of a static system to a mec...
This contribute analyses the collapse mechanisms of a circular masonry arch supported on rectangular...
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 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 pointed arches wit...
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 collapse of dry-stack masonry arches results from the transformation of a static system to a mec...
The collapse of dry-stack masonry arches results from the transformation of a static system to a mec...
This contribute analyses the collapse mechanisms of a circular masonry arch supported on rectangular...