Bibliographical noteFunding Information:
Federbeton, Grant/Award Number: "Seismic Behaviour of Integral Bridges"; Laboratories University Network of Seismic Engineering (ReLUIS), Grant/Award Numbers: DPC/ReLUIS 2019‐2021 ‐ UR RM1 WP 4‐11, DPC/ReLUIS 2019‐2021 ‐ UR RM3 WP 11.2‐11.3; National Natural Science Foundation of China, Grant/Award Number: 51778148; Sapienza Università di Roma, Grant/Award Number: RM120172B37F0628 Funding information
It is acknowledged the support from the Laboratories University Network of Seismic Engineering (ReLUIS) through the research project DPC/ReLUIS 2019‐2021—UR RM3 WP 11.2‐11.3 (by Davide Lavorato, Camillo Nuti, and Angelo Pelle) and UR RM1 WP 4‐11 (by Giuseppe Quaranta). The support from Federbeton (Italy) through the research project “Seismic Behavior of Integral Bridges” is acknowledged by Davide Lavorato, Camillo Nuti, and Angelo Pelle. Bruno Briseghella acknowledges the financial support from the National Natural Science Foundation of China (Grant No. 51778148). The work by Giuseppe Quaranta is framed within the research project “Smart technologies and decision support tools for the assessment of deteriorating reinforced concrete infrastructures in seismic areas at territorial scale” (Grant No. RM120172B37F0628) funded by Sapienza Università di Roma. The authors are grateful to Eng. Marco Manai at the Provincia di Oristano for kindly supplying the design data of the examined bridge.
© 2021 The Authors. Structural Concrete published by John Wiley & Sons Ltd on behalf of International Federation for Structural Concrete