The seventeenth century ashlar vault of the church of Guimarei presents severe cracking and large deformations that caused great concern. An account is given of a report on the stability of the church previous to the restoration. The report tried to find out the causes and date of the cracking, the actual measure of the stability, and the possible means of consolidation. Of special interest is the influence of "great deformations " and particularly an upper value for the limit deformation was calculated.
The topic of this Ph.D. theis is repairing and strengthening of historical wagon vaults (barrel vaul...
Extensive damages recorded during recent strong Italian earthquakes highlighted how vulnerable mason...
The church of Santa Fosca in Torcello can be defined as a unicum, thanks to its singular plan organ...
The XVIIth-century ashlar vault of the church of Guimarei presents severe cracking and large deforma...
The foundation settlement affect is the reason of shell part disintegration and hinge forming in mai...
The nowadays problems in exploitation of groin vault construction built of the Middle Ages are exiti...
The purpose with this report is to illuminate the construction solutions and the deformations that c...
A principal reason of damage in historic masonry vaults consists in relative displacements of the va...
Masonry arch stability criteria definition has been developed by numerical modeling of cracked arch ...
Significant part of the world cultural heritage is represented by masonry buildings. Many of them ar...
The paper concerns a church building, where as a result of mining exploitation a number of damages h...
The static and dynamic performances of historical masonry churches are closely related to the behavi...
[EN] Up-and-down cyclical displacement of supports-foundations, due for example to the presence of e...
Seismic loading is one of the biggest threats to the stability of masonry architecture is many parts...
The church of S. Maria Elisabetta was built in 1574 next to the “Wool Road” thanks to the offers of...
The topic of this Ph.D. theis is repairing and strengthening of historical wagon vaults (barrel vaul...
Extensive damages recorded during recent strong Italian earthquakes highlighted how vulnerable mason...
The church of Santa Fosca in Torcello can be defined as a unicum, thanks to its singular plan organ...
The XVIIth-century ashlar vault of the church of Guimarei presents severe cracking and large deforma...
The foundation settlement affect is the reason of shell part disintegration and hinge forming in mai...
The nowadays problems in exploitation of groin vault construction built of the Middle Ages are exiti...
The purpose with this report is to illuminate the construction solutions and the deformations that c...
A principal reason of damage in historic masonry vaults consists in relative displacements of the va...
Masonry arch stability criteria definition has been developed by numerical modeling of cracked arch ...
Significant part of the world cultural heritage is represented by masonry buildings. Many of them ar...
The paper concerns a church building, where as a result of mining exploitation a number of damages h...
The static and dynamic performances of historical masonry churches are closely related to the behavi...
[EN] Up-and-down cyclical displacement of supports-foundations, due for example to the presence of e...
Seismic loading is one of the biggest threats to the stability of masonry architecture is many parts...
The church of S. Maria Elisabetta was built in 1574 next to the “Wool Road” thanks to the offers of...
The topic of this Ph.D. theis is repairing and strengthening of historical wagon vaults (barrel vaul...
Extensive damages recorded during recent strong Italian earthquakes highlighted how vulnerable mason...
The church of Santa Fosca in Torcello can be defined as a unicum, thanks to its singular plan organ...