Maria Avossa; [email protected] Received 9 July 2017; Revised 5 September 2017; Accepted 12 November 2017; Published 17 January 2018 Academic Editor: Hugo Rodrigues Copyright © 2018 ... of Civil Engineering, Nanjing Tech University, Nanjing 211816, China 2DICDEA, Università della Campania Luigi Vanvitelli, Via Roma 9, 81031 Aversa, Italy Correspondence should be addressed to Alberto
Maria Avossa; [email protected] Received 9 July 2017; Revised 5 September 2017; Accepted 12 November 2017; Published 17 January 2018 Academic Editor: Hugo Rodrigues Copyright © 2018 ... of Civil Engineering, Nanjing Tech University, Nanjing 211816, China 2DICDEA, Università della Campania Luigi Vanvitelli, Via Roma 9, 81031 Aversa, Italy Correspondence should be addressed to Alberto
Maria Avossa; [email protected] Received 9 July 2017; Revised 5 September 2017; Accepted 12 November 2017; Published 17 January 2018 Academic Editor: Hugo Rodrigues Copyright © 2018 ... of Civil Engineering, Nanjing Tech University, Nanjing 211816, China 2DICDEA, Università della Campania Luigi Vanvitelli, Via Roma 9, 81031 Aversa, Italy Correspondence should be addressed to Alberto
Alberto Maria Avossa; [email protected] Received 23 December 2017; Accepted 4 February 2018; Published 14 March 2018 Academic Editor: Ivo Caliò Copyright © 2018 Alberto Maria Avossa et
Alberto Maria Avossa; [email protected] Received 23 December 2017; Accepted 4 February 2018; Published 14 March 2018 Academic Editor: Ivo Caliò Copyright © 2018 Alberto Maria Avossa et
The paper deals with the proposal and application of a procedure for the seismic retrofit of an existing multispan prestressed concrete girder bridge defined explicitly for the use of friction pendulum devices as an isolation system placed between piers top and deck. First, the outcomes of the seismic risk assessment of the existing bridge, performed using an incremental...
