Stefano Ercolessi
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Stefano Ercolessi has a total of 6 co-authors. Here are the top co-authors by number of shared publications:
- Giovanni Fabbrocino
University of Molise
3 shared publications - Carlo Rainieri
National Research Council of Italy
2 shared publications Danilo Gargaro
S2X s.r.l.
1 shared publication- Filippo Santucci de Magistris
University of Molise
1 shared publication - Massimina Castiglia
University of Molise
1 shared publication - Tony Fierro
University of Molise
1 shared publication
Latest Publications
- 20 September 2022
- Published by Springer Nature
- p. 1475-1482
Implementation and Verification of an Advanced Bounding Surface Constitutive Model
- 20 September 2022
- Published by Springer Nature
- p. 1475-1482
Implementation and Verification of an Advanced Bounding Surface Constitutive Model
- 12 December 2021
- Published by Springer Nature
- p. 1064-1072
Theoretical and Experimental Assessment of Indirect Dynamic Measurements for Periodic Inspections of Road Bridges
- 12 December 2021
- Published by Springer Nature
- p. 1064-1072
Theoretical and Experimental Assessment of Indirect Dynamic Measurements for Periodic Inspections of Road Bridges
- Open Access
- 8 March 2021
- Published by MDPI AG in Infrastructures
- Vol. 6 (3) , 39
Indirect Measurements of Bridge Vibrations as an Experimental Tool Supporting Periodic Inspections
Recent collapses and malfunctions of European bridges threatened the service conditions of road networks and pointed out the need for robust procedures to mitigate the impact of material degradation and overloading of existing bridges. Condition assessment of bridges remains a challenging task, which could take advantage of cost-effective and reliable inspection strategies. The advances in sensors as well as Information and Communication Technologies (ICT) ensure a significant enhancement of the capabilities in recording and processing physical and mechanical data. The present paper focuses on the paradigm of indirect vibration measurements for modal parameter identification in operational conditions. It is very attractive because of the related opportunities of application of dynamic tests as a tool for periodic inspections while significantly mitigating their impact on the traffic flow. In this framework the instrumented vehicle acts as a dynamic measurement device for periodic inspections and provides valuable information on the structural response of the bridge at a low-cost. Vehicle-bridge interaction models are here applied to realistically simulate the traffic-induced vibration response of bridges and assess the accuracy of modal parameter estimates obtained from indirect vibration measurements characterized by different noise levels.
- 8 March 2021
- Published by MDPI AG in Infrastructures
- Vol. 6 (3) , 39
Open AccessIndirect Measurements of Bridge Vibrations as an Experimental Tool Supporting Periodic Inspections
Recent collapses and malfunctions of European bridges threatened the service conditions of road networks and pointed out the need for robust procedures to mitigate the impact of material degradation and overloading of existing bridges. Condition assessment of bridges remains a challenging task, which could take advantage of cost-effective and reliable inspection strategies. The advances in sensors as well as Information and Communication Technologies (ICT) ensure a significant enhancement of the capabilities in recording and processing physical and mechanical data. The present paper focuses on the paradigm of indirect vibration measurements for modal parameter identification in operational conditions. It is very attractive because of the related opportunities of application of dynamic tests as a tool for periodic inspections while significantly mitigating their impact on the traffic flow. In this framework the instrumented vehicle acts as a dynamic measurement device for periodic inspections and provides valuable information on the structural response of the bridge at a low-cost. Vehicle-bridge interaction models are here applied to realistically simulate the traffic-induced vibration response of bridges and assess the accuracy of modal parameter estimates obtained from indirect vibration measurements characterized by different noise levels.