Alessandro Giusti Email & Phone Number

Rome, It

Rome, Italy

-Design of civil works in hydroelectric field (feasibility, final, executive phases).-Coordination, planning and monitoring of project activities.-Hydraulic modeling of free and pressure flow sistems.-Dam-break analysis, flood map definition and associated risk assessment.-Flood wave lamination studies.-Structural modelling for design and verification of reinforced concrete and steel structures.-Development of energy output models for hydroelectric power plants.-Elaboration of the bill of quantities and construction schedules.

Guatemala City, Guatemala

-Design of civil works in hydroelectric field (feasibility, final, executive phases).-Coordination, planning and monitoring of project activities.-Hydraulic modeling of free and pressure flow sistems.-Dam-break analysis, flood map definition and associated risk assessment.-Flood wave lamination studies.-Structural modelling for design and verification of reinforced concrete and steel structures.-Development of energy output models for hydroelectric power plants.-Elaboration of the bill of quantities and construction schedules.

Madrid, Spain

-Design of fiber to the home (FTTH) network.-Elaboration of technical documentation for different clients belonging to FTTH french market.

Pistoia, Italy

-Support and participation to the different phases of structural design (prefeasibility, feasibility and detail design). -Structural modelling for new and existing buildings. -Seismic vulnerability assessment of historical buildings and defining of the associated seismic risk. -Structural and geometric survey of existing buildings. Seismic retrofitting of existing structures. -Detail design of scaffoldings. -Production of technical drawings and reports. -Elaboration of bill of quantities.

Madrid, Spain

The focus of the research was on the new shear resistance models for reinforced concrete structures, proposed for the second generation of the Eurocodes. In particular, the main tasks performed were as follows:-Analysis of an existing database with test results about the load carrying capacity of reinforced and prestressed concrete beams.-Based on these experimental data, identification of statistical parameters.-Describing the uncertainties with bending and shear resistance models.-Strict design of a representative set of concrete beams in accordance with the Eurocode rules on basis of design, actions on structures and resistance of concrete structures, including the proposed shearresistance model.-Determination of the probability of failure for each of the representative failure mechanism for all the strictly designed beams, thus obtaining the level of reliability implicitly required by the code rules analysed.-Assessment of uncertainties associated with resistance models for reinforced and prestressed concrete beams and their influence on structural reliability.-Evaluation of model resistance uncertainties for corroded-damage reinforced concrete beams.

Madrid, Spain

The research activities, carried out during the master thesis, was focused on the new shear resistance models for reinforced concrete structures, proposed for the second generation of the Eurocodes. In particular, the main tasks performed were as follows:-Analysis of an existing database with test results about the load carrying capacity of reinforced and prestressed concrete beams.-Based on these experimental data, identification of statistical parameters.-Describing the uncertainties with bending and shear resistance models.-Strict design of a representative set of concrete beams in accordance with the Eurocode rules on basis of design, actions on structures and resistance of concrete structures, including the proposed shearresistance model.-Determination of the probability of failure for each of the representative failure mechanism for all the strictly designed beams, thus obtaining the level of reliability implicitly required by the code rules analysed.-Assessment of uncertainties associated with resistance models for reinforced and prestressed concrete beams and their influence on structural reliability.-Evaluation of model resistance uncertainties for corroded-damage reinforced concrete beams.

Professional Civil Engineer License - Section A

Master Of Civil Structural Engineering, Structural Engineering, 110/110

Thesis: Resistance of corroded-damage reinforced concrete beams - Comparison between experimental and theoretical results

Erasmus Student, Etsi Caminos Canales Y Puertos

Bachelor Of Civil And Environment Engineering, Civil Engineering, 96/110

Thesis: Quantitative analysis of the erosion phenomenon nearby a dam

Surveyor, Construction Planning And Environment, 90/100

Education record