Francesco Petrini
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Research Subjects
Francesco Petrini has a total of 83 co-authors. Here are the top co-authors by number of shared publications:
Franco Bontempi
University of Rome La Sapienza, Roma, Italy
9 shared publications- Konstantinos Gkoumas
European Commission, Joint Research Centre
9 shared publications - Franco Bontempi
Department of Structural an Geotechnical Engineering, Sapienza University of Rome, 00184 Rome, Italy
8 shared publications - Marcello Ciampoli
Sapienza Università di Roma, Department of Structural and Geotechnical Engineering, via Eudossiana 18, 00184, Rome, Italy
7 shared publications - Michele Barbato
University of California Davis
7 shared publications - Marcus Vinicius Girão de Morais
University of Brasilia
3 shared publications
Latest Publications
- 13 October 2026
- Published by Springer Nature
- p. 759-771
Multi-criteria Metrics for Multi-hazard Resilience Decisions on Buildings
- 13 October 2026
- Published by Springer Nature
- p. 759-771
Multi-criteria Metrics for Multi-hazard Resilience Decisions on Buildings
- Open Access
- 17 March 2026
- Published by Elsevier in International Journal of Disaster Risk Reduction
- Vol. 138
Seismic risk assessment of urban areas: An integrated multi-scale and multi-refinement framework
- 17 March 2026
- Published by Elsevier in International Journal of Disaster Risk Reduction
- Vol. 138
Open AccessSeismic risk assessment of urban areas: An integrated multi-scale and multi-refinement framework
- Open Access
- 8 August 2025
- Published by Elsevier in International Journal of Disaster Risk Reduction
- Vol. 128
Resilience Readiness Levels for buildings: Establishing multi-hazard resilience metrics and rating systems
- 8 August 2025
- Published by Elsevier in International Journal of Disaster Risk Reduction
- Vol. 128
Open AccessResilience Readiness Levels for buildings: Establishing multi-hazard resilience metrics and rating systems
- Open Access
Correction: Sobhaniasl et al. Fatigue Life Assessment for Power Cables in Floating Offshore Wind Turbines. Energies 2020, 13, 3096
There was an error in the original publication
Open AccessCorrection: Sobhaniasl et al. Fatigue Life Assessment for Power Cables in Floating Offshore Wind Turbines. Energies 2020, 13, 3096
There was an error in the original publication
- Open Access
- 2 December 2024
- Published by Softaliza Tecnologias LTDA in Ibero-Latin American Congress on Computational Methods in Engineering (CILAMCE)
Advancing Offshore Wind Turbine modeling: developing an integrated tool for structural control
This paper presents the modeling of a 22 MW OWT (IEA Wind 22-Megawatt Offshore Reference Wind Turbine), intended for integration into a new MATLAB-based user-friendly interface. Users can select from turbines ranging from 5 to 22 MW, inputting relevant data on wind and maritime conditions, and other relevant data. Significantly advancing prior research utilizing a 5 MW NREL OWT, this study encompasses hydrodynamic and aerodynamic modeling of a flexible tower to assess response peaks at the OWT hub, evaluated via Power Spectral Density analysis. The routine models the tower, incorporating a rotational spectrum to account for blade rotation effects. The developed tool may include the incorporation of vibration absorbers for structural control, such as pendulum, inertial, or liquid column absorbers, among others.
- 2 December 2024
- Published by Softaliza Tecnologias LTDA in Ibero-Latin American Congress on Computational Methods in Engineering (CILAMCE)
Open AccessAdvancing Offshore Wind Turbine modeling: developing an integrated tool for structural control
This paper presents the modeling of a 22 MW OWT (IEA Wind 22-Megawatt Offshore Reference Wind Turbine), intended for integration into a new MATLAB-based user-friendly interface. Users can select from turbines ranging from 5 to 22 MW, inputting relevant data on wind and maritime conditions, and other relevant data. Significantly advancing prior research utilizing a 5 MW NREL OWT, this study encompasses hydrodynamic and aerodynamic modeling of a flexible tower to assess response peaks at the OWT hub, evaluated via Power Spectral Density analysis. The routine models the tower, incorporating a rotational spectrum to account for blade rotation effects. The developed tool may include the incorporation of vibration absorbers for structural control, such as pendulum, inertial, or liquid column absorbers, among others.
- Open Access
- 12 July 2024
- Published by Taylor & Francis
- p. 2473-2480
Piezo-Electric Dampers (PiDs) for energy harvesting purposes
Many modern bridges are able to sense their state in operational and emergency conditions through embedded sensors that constantly monitor structural damage conditions. However, the large amount of energy (supplied by the power grid or batteries) and wiring to operate the thousands of sensors required represents a concerning issue, entailing both a significant environmental impact (battery disposal) and disproportionate installation and maintenance costs (due to wiring and manual intervention). Energy Harvesting (EH) from induced vibrations has received emphasis allowing the development of efficient and reliable devices that convert into electrical energy the sensed perturbations occurred and piezoelectric materials have special attention given their natural capacity of converting mechanical into electrical energy. With the aim of Structural Health Monitoring (SHM), here is presented a device named PiD (piezoelectric damper) which, designed as an elastomeric bridge’s bearing in which a piezoelectric fin is inserted, can harvest energy from induced vibrations.
- 12 July 2024
- Published by Taylor & Francis
- p. 2473-2480
Open AccessPiezo-Electric Dampers (PiDs) for energy harvesting purposes
Many modern bridges are able to sense their state in operational and emergency conditions through embedded sensors that constantly monitor structural damage conditions. However, the large amount of energy (supplied by the power grid or batteries) and wiring to operate the thousands of sensors required represents a concerning issue, entailing both a significant environmental impact (battery disposal) and disproportionate installation and maintenance costs (due to wiring and manual intervention). Energy Harvesting (EH) from induced vibrations has received emphasis allowing the development of efficient and reliable devices that convert into electrical energy the sensed perturbations occurred and piezoelectric materials have special attention given their natural capacity of converting mechanical into electrical energy. With the aim of Structural Health Monitoring (SHM), here is presented a device named PiD (piezoelectric damper) which, designed as an elastomeric bridge’s bearing in which a piezoelectric fin is inserted, can harvest energy from induced vibrations.
- Open Access
- 10 July 2024
- Published by Elsevier in Reliability Engineering & System Safety
- Vol. 251
Performance-based multi-hazard engineering (PB-MH-E): The case of steel buildings under earthquake and wind
- 10 July 2024
- Published by Elsevier in Reliability Engineering & System Safety
- Vol. 251
Open AccessPerformance-based multi-hazard engineering (PB-MH-E): The case of steel buildings under earthquake and wind
- Open Access
- 19 February 2024
- Published by Elsevier in Ocean Engineering
- Vol. 297
Global vibration control of offshore wind turbines with a flexible monopile foundation using a pendulum-tuned mass damper: Risk mitigation and performance incrementation
- 19 February 2024
- Published by Elsevier in Ocean Engineering
- Vol. 297
Open AccessGlobal vibration control of offshore wind turbines with a flexible monopile foundation using a pendulum-tuned mass damper: Risk mitigation and performance incrementation