A5026121503- Structural Load-Bearing Analysis
- Structural Behavior of Reinforced Concrete
- Seismic Performance and Analysis
- Structural Engineering and Vibration Analysis
- Fatigue and fracture mechanics
- Fire effects on concrete materials
- Structural Health Monitoring Techniques
- Structural Analysis and Optimization
- Vibration and Dynamic Analysis
- Structural Response to Dynamic Loads
- Mechanical stress and fatigue analysis
- Structural Analysis of Composite Materials
- Concrete Corrosion and Durability
- Masonry and Concrete Structural Analysis
- Additive Manufacturing and 3D Printing Technologies
- Engineering Structural Analysis Methods
- Civil and Structural Engineering Research
- Mechanical Behavior of Composites
- Welding Techniques and Residual Stresses
- Seismic and Structural Analysis of Tall Buildings
- Laser and Thermal Forming Techniques
- Additive Manufacturing Materials and Processes
- BIM and Construction Integration
- Geotechnical Engineering and Underground Structures
- Infrastructure Maintenance and Monitoring
Politecnico di Milano
2015-2024
Fincons Group (Italy)
2017-2024
Istituto Nazionale di Riposo e Cura per Anziani
2021-2022
Istituti di Ricovero e Cura a Carattere Scientifico
2021-2022
Hospital de Tortosa Verge de la Cinta
2020
Neapolis University Pafos
2016-2017
Marche Polytechnic University
2016
University of Milan
1998-2007
University of Naples Federico II
1999
Istituto di Sessuologia Clinica
1995
Local stress concentrations in some specific geometric details often play an essential role time-dependent damage propagation. However, measured strain or data are generally available locations that not the most critical ones. Proper numerical models thus required to aid severity assessment. In this paper, a surrogate model procedure based on local response function method is proposed accurately predict time histories particular regions of bridges through multiscale analysis. The methodology...
In recent years there has been increasing international interest about designing structures that cost less to repair after they have subjected strong earthquakes. Considering this interest, an innovative repairable fuse device developed for dissipative beam-to-column connections in moment-resisting composite steel and concrete frames. The seismic performance of the was assessed through extensive experimental program comprising ten cyclic two monotonic tests. These tests were conducted on a...
ABSTRACT Circular hollow sections (CHS) represent several advantages, such as uniform behaviour in all directions, possibility to obtain composite by concrete infill, hence high strength, stability and good fire resistance. Moreover, their aesthetic appeal has a great potential for the decision maker's attention, be that architect or building owner. However, they are not widely adopted practice due complexity cost of joint details. EU‐RFCS project LASTEICON (Laser Technology Innovative...