Results 1 - 16 of 16
former “Politeama” theatre in Massa Carrara
Diagnosis was carried out to analyse the stress and mechanical characteristics of brickwork masonry pillars inside the building featuring worrying cracking. Sin...
Blasi Schulhaus in Basel, Switzerland - testing for seismic ...
The diagnosis was carried out in order to bring a school building up to comply seismic protection levels and was managed as follows: measurement of structura...
Old Chimney of "La Baia" residential block in Cremia (CO)
Structural diagnostics were carried out to obtain an LC3 level of knowledge as specified in the Italian Seismic Code To reach this level, geometrical surveys w...
Scaligero castle in Ponti sul Mincio (MN)
This is a 13th century castle built on a moraine rock hilltop with an irregular plan, longer than it is wide, with five towers the main of which looking south e...
Colloredo castle in Monte Albano (UD)
Analysis was carried out to characterize non reinforced masonry samples and those reinforced by grouting or by insertion of engineering tie rods in order to cho...
S. Maria school in Livigno (SO) – seismic hazard analysis
The building is made up of a main section from 1954 and an extension from 1981. The geological-geometrical analysis aimed at characterizing the area adjacent t...
structural analysis of private buildings in Modena province ...
FOPPOLI MORETTA e ASSOCIATI carried out structural analysis of many public and private buildings located close to the epicentre of the Emilia earthquakes of 20t...
Concordia sul Secchia (MO) oratory
Following the earthquakes of 20th and 29th May 2012, the damaged building needed to be rehabilitated for public use. With FMeA co-ordination, the first phase wa...
S. Romerio church in Brusio (Switzerland) – diagnostic
The S. Romerio church stands 1800 metres above sea level on a vertical cliff face over the Poschiavo lake in Switzerland and enjoys special status in as much as...
Torrazzo bell-tower in Cremona
The tower is 112 m tall; up to 70m, the tower is square plan brickwork, from 70 to 112 m it is an octagonal spire tower known as "ghirlandina". The inspection ...
Parella castle - TORINO
Diagnosis was to determine masonry stress through flat jack testing and deformation in masonry structures and the estimation of their compression strength throu...
SS. Gervasio and Protasio bell-tower in Sondrio
Following the sudden bending of the great cross at the top of the roof in 2005, it became necessary to substitute the wooden structure and covering of the bell-...
Giotto bell-tower Florence
The diagnostics carried out aimed to collect dimensional and compositional information on the structure and to determine the stress on the walls in specific pos...
S. Ignazio church in Ponte Valtellina (SO)
To collect all information necessary for the static analysis of the structure the following operations were carried out: sub-vertical boring, crack survey, stru...
S. Sindone chapel in the Turin cathedral
During reinforcement work, it became necessary to collect information concerning the structural solidity of 6 arches of the chapel dome. Tests were carried out ...
Canali Mansion in Tovo (SO) restoration and valorisation
The listed building makes up part of the central historical area of Tovo. The building was partly demolished with the rear façade being completely ruined. The...
Canali Mansion in Tovo (SO) - structural improvement
The listed building suffered a completely ruined rear facade. The previous overall volume was reconstructed using a new structure entirely made with glass and ...
Besta Mansion in Bianzone (SO)
Analysis involved continuous sub-vertical and horizontal coring, endoscopic video inspections in bore holes, flat jack and parallel flat jack testing, radar sur...
Castelseprio (VA) archeological park - structure
The S. Giovanni monastery in Castelseprio, until recently used as nothing more than an agricultural storage building, was returned to full use as the museum for...
Valdone bridge in Valmalenco (SO)
A structural monitoring system was set up with fixed instruments inside and outside the bridge deck. Analysis foresaw both internal and external structural ins...
Watering plant of the Middle Valtellina
Project phases were aimed at improving in water management for agricultural purposes as follows: the up-grading of cathode protection irrigation systems in t...
Structural analysis on heritage buildings in the centre of L...
FOPPOLI MORETTA e ASSOCIATI carried out analysis for the characterization of many heritage buildings and other structures damaged by the earthquake of 6th April...
Pallata tower in Brescia - analysis
Analysis foresaw continuous sub/vertical and horizontal coring, video probe prospecting, single and parallel flat jack testing and the installation of a structu...
Access road to the sports centre in Tirano (SO)
The extra-urban category F road giving access to the Tirano sports centre is a two lane road (width 7.00 m plus edging), with a length of around 950 m. Given t...
Besta Palace in Teglio (SO) – seismic hazard analysis
The diagnostic campaign carried out meant it was possible to achieve a confidence factor FC=1,21. Seismic vulnerability analysis was carried out in two phases:...
Besta Palace in Teglio (SO) – structural improvement o...
The planning of the structural improvement of the wooden structures on the second floor of the west wing of Besta Palace started from the thorough study of thei...
Besta Palace in Teglio (SO) – analysis
Geological and geo-technical tests were carried out to analyze the adjacent area to the building for seismic risk according to Italian national and regional Sei...
Sondrio railway station pedestrian underpass - structure
The project focused on the question of the creation of a transport interchange in Sondrio and the requalification of the areas around the station implementing a...
S. Maria Maddalena church in Bellusco (MI) - structural impr...
Due to the poor characteristics of the soil, the foundations of the S. Maria Maddalena church had to be reinforced, this along with a major dehumidification pro...
“Sociale” theatre in Sondrio - analysis
The 19th century structure was built in masonry while the 20th century section in reinforced concrete. So, prior to structural execution, it was necessary to ga...