Detailed structural design of a steel stack, horizontal ducts and service walkways for the smoke analysis points.
Height 84 m.
Diameter at the base 3 m.
Isola delle Femmine (Palermo)
CUSTOMER: CEMENTIFICIO ITALCEMENTI - BOLDROCCHI
Dynamic and structural analisys of a existing reinforced concrete cavalletto for a Gas Turbine “Hot Gas TurboExpander” due to a substitution of the equipmnet for plant potenziamento.
CUSTOMER: WOOD - FOSTER WHEEL ITALIANA
Detailed structural design of a steel stack.
Height 60 m.
Diameter at the base 4 m.
CUSTOMER: RAFFINERIA ENI VERSALIS - DEMONT
Detailed structural design of a Heat Recovery Boiler HRSG, a staircase and two stacks with vortex phenomenon analisys and shedding instability checks.
Height of stacks 24 m.
Diameter at the base of stacks 2.40 m e 2.05 m.
Tempa Rossa (Potenza)
CUSTOMER: GESCO - DEMONT
Structural and modal dynamic analysis for the reinforcement of a fiberglass stratigraphy of a vertical vessel, including the conical hopper and the top polycentric dome located in a desulphurisation system of a Coal Power Plant.
The site is classified by the Chilean Code as high seismic and tsunami risk with a maximum ground acceleration (PGA) equal to 0.4g for a earthquake with 50 years probability of exceedance.
The structure did not report any damage during the earthquake of February 2010 with an epicenter at 10 km and a magnitude equal to 8.8.
Height 9,85 m.
Diameter 3 m.
CUSTOMER: MAIRE TECNIMONT SPA
Vibration analysis of the third ring of the Giuseppe Meazza - San Siro Stadium also through comparison with the data detected by monitoring during a Vasco Rossi concert and a Inter-Juventus football match.
CLIENT: MUNICIPALITY OF MILAN
Today, in the structural field, the fire resistance design owns a special importance.
In addition to the protection design of newly built elements, the certification of fire resistance of products and load-bearing construction single elements (main and secondary) and/or separating elements found on site also falls within our competence.
Design and supervision of work of concrete diaphragms (perimeter 270 m), post-tensioning anchorages and jet-grouting (area 2.770 m2), excavation deeph 5,5 m., for a residential and commercial center – Piano di Lottizzazione “Le Doane” - Iseo Lake - SARNICO (BG) - Italy
CUSTOMER: IMMOBILIARE ERMINIA