PSI - Issue 44

Riccardo Martini et al. / Procedia Structural Integrity 44 (2023) 657–664 Riccardo Martini et al. / Structural Integrity Procedia 00 (2022) 000–000

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Parloo E, Verboven P, Guillaume P, Van overmeire M. Sensitivity-based operational mode shape normalisation. Mech Syst Sig Process 2002;16(5):757–67. Heylen W, Lammens S, Sas P. Modal analysis theory and testing. Leuven: Acco; 1997. Carbonari, S., Dezi, F., Arezzo, D., Gara, F., 2022. A Methodology for the Identification of Physical Parameters of Soil-Foundation-Bridge Pier Systems from Identified State-Space Models. Engineering Structures 255 (March 2022): 113944. Accessed June 22, 2022. https://linkinghub.elsevier.com/retrieve/pii/S0141029622001018. Carbonari, S., Martini, R., Nicoletti, V., Arezzo, D., Gara, F., 2022. Some Considerations on the Expected Resonance Frequencies of Bridges During Proof Load Tests. In Proceedings of the 1st Conference of the European Association on Quality Control of Bridges and Structures, edited by Carlo Pellegrino, Flora Faleschini, Mariano Angelo Zanini, José C. Matos, Joan R. Casas, and Alfred Strauss, 200:785–793. Cham: Springer International Publishing, 2022. Accessed June 23, 2022. https://link.springer.com/10.1007/978-3-030-91877-4_89. Gara, F.; Nicoletti, V.; Carbonari, S.; Ragni, L.; Dall’Asta, A. Dynamic Monitoring of Bridges during Static Load Tests: Influence of the Dynamics of Trucks on the Modal Parameters of the Bridge. JCSHM 2020, 10 n. 2, 197–217. https://doi.org/10.1007/s13349-019-00376.