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Portfolio

Home › Portfolio › Testing and monitoring

Testing and monitoring

Bramante Tower in Sforzesco Castle at Vigevano – Diagnostic analysis and monitoring

Bramante Tower in Sforzesco Castle at Vigevano – Diagn...

The main tower aka Bramante Tower, which is the main access to Vigevano Sforzesco Castle from Ducale Square, shows, mainly on the internal side of the walls and...

Farnese Palace at Rome – Crack Pattern Survey and Monitoring

Farnese Palace at Rome – Crack Pattern Survey and Moni...

Farnese Palace is one of the most celebrated building in Rome. It is settled in Campo Marzio, close to Campo dei Fiori, and it was built at the behest of Aless...

STRUCTURAL ANALYSIS OF ACCESS BRIDGES OF THE FORTIFIED ALEXANDRIA CITADEL

STRUCTURAL ANALYSIS OF ACCESS BRIDGES OF THE FORTIFIED ALEXA...

Alexandria Citaled, whose access path is via the "Royal Gate", often hosts very popular shows and events.

Pedestrian wooden footbridges in Verbania - Diagnosis

Pedestrian wooden footbridges in Verbania - Diagnosis

The analysis was aimed at estimating the degradation of the main beams of two wooden footbridges (one made with solid wood and the other with lamellar wood) in ...

Arco castle - Arco di Trento - Inspection

Arco castle - Arco di Trento - Inspection

The inspection of the outer walls of Arco Castle was a very demanding task because these elements are located on the edge of a steep cliff. So, the only suitabl...

The Ossario temple in Bassano del Grappa (VI)

The Ossario temple in Bassano del Grappa (VI)

The project concerning the diagnostic study of materials, damages, finishing and external treatment pathologies was carried out under the programme of restructu...

inspection and damage report of buildings in Macerata province damaged by earthquake

inspection and damage report of buildings in Macerata provin...

Engineer Alessandro Armanasco, operative partner of FOPPOLI MORETTA e ASSOCIATI is a qualified seismic damage consultant and carried out his analysis in October...

Masegra castle in Sondrio

Masegra castle in Sondrio

Mechanical analysis of the materials is only one of the steps to be taken during the planning process: the Italian Seismic Guidelines for Heritage Buildings exp...

Milan Central railway station

Milan Central railway station

Diagnostic analysis was carried out on the west wing of the station with the aim of characterizing the structure for the following structural re-organization re...

Vittoria bridge in Bassano del Grappa (VI)

Vittoria bridge in Bassano del Grappa (VI)

Reinforced concrete condition was verified through access and positioning system by ropes. Structural analysis was carried out through sufficient sampling of m...

Alpini bridge in Bassano del Grappa (VI) - analysis

Alpini bridge in Bassano del Grappa (VI) - analysis

Laser scanner technology was used to fully analyse the Alpini bridge, 3D scans being taken with an HDS 7000 (Leica Geosystems) scanner which can identify a spac...

former “Politeama” theatre in Massa Carrara

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...

Colloredo castle in Monte Albano (UD)

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...

structural analysis of private buildings in Modena province damaged by earthquake

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...

S. Romerio church in Brusio (Switzerland) – diagnostic

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

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

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...

Giotto bell-tower Florence

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)

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

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 ...

Besta Mansion in Bianzone (SO)

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...

Valdone bridge in Valmalenco (SO)

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...

Structural analysis on heritage buildings in the centre of L'Aquila damaged by earthquake

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

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...

Besta Palace in Teglio (SO) – analysis

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...

“Sociale” theatre in Sondrio - analysis

“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...

S.Giacomo dell’Orio "insula" in Venice

S.Giacomo dell’Orio "insula" in Venice

During maintenance and cleaning of Venice’s “rio” canal networks, undertaken by the company Insula s.p..a, a holding of Venice city council, it was necess...

S. Maria Maddalena church in Bellusco (MI) - diagnostic

S. Maria Maddalena church in Bellusco (MI) - diagnostic

The S. Maria Maddalena church within the Camuzzago farming complex in Bellusco (MI) underwent analysis of foundation solidity through direct prospecting and ana...

Castelseprio (VA) archeological park- analysis

Castelseprio (VA) archeological park- analysis

Analysis aimed at identifying the geometric and mechanical data necessary for static characterization of the masonry of the ruins of S. Giovanni church, S. Giov...

San Pietro castle in Verona

San Pietro castle in Verona

Diagnostic analysis was carried out on the San Pietro castle in Verona to collect all necessary information for the restoration of the complex which had been us...

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FOPPOLI MORETTA E ASSOCIATI
società di ingegneria s.r.l.
Piazzetta L. Trombini 5, 23037 Tirano (SO)
C.F. / P.IVA / R.I. 00846800142
Codice INARCASSA SI002933
C.S. € 50 000 i.v

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