Simplified vulnerability assessment of reinforced concrete circular piers in multi-span simply supported bridges

References

• Berry, M.P., & Eberhard, M.O. (2005). A practical performance model for bar buckling. Journal of Structural Engineering ASCE, 131(7), 1060–1070.
   Web of Science ®Google Scholar
• Borzi, B., Pinho, R., & Crowley, H. (2007). Simplified pushover-based vulnerability analysis for large scale assessment of RC buildings. Engineering Structures, 30(3), 804–820.
   Web of Science ®Google Scholar
• Calvi, G.M. (1999). A displacement-based approach for vulnerability evaluation of classes of buildings. Journal of Earthquake Engineering, 3(3), 411–438.
   Google Scholar
• Calvi, G.M., Pavese, A., Rasulo, A., & Bolognini, D. (2005). Experimental and numerical studies on the seismic response of R.C. hollow bridge piers. Bulletin of Earthquake Engineering, 3(3), 267–297.
   Web of Science ®Google Scholar
• CEN (2005a). Eurocode 2: Design of concrete structures. Part 1-1:Brussels: General rules and rules for buildings.
   Google Scholar
• CEN (2005b). Eurocode 8: Design of structures for earthquake resistance. Part 3. Brussels: Strengthening and repair of buildings.
   Google Scholar
• Chopra, A.K., & Goel, R.K. (2002). A modal pushover analysis procedure for estimating seismic demands for buildings. Earthquake Engineering and Structural Dynamics, 31(3), 561–582.
   Web of Science ®Google Scholar
• Computer and Structures INC (2000). SAP2000 Advanced 14.2.2, Static and Dynamic Finite Element Analysis of Structures.
   Google Scholar
• Crowley, H., Pinho, R., & Bommer, J.J. (2004). A probabilistic displacement-based vulnerability assessment procedure for earthquake loss estimation. Bulletin of Earthquake Engineering, 2(2), 173–219.
   Web of Science ®Google Scholar
• DM 14/01/2008, Norme Tecniche per le Costruzioni., Gazzetta Ufficiale n.29. Roma, Italy.
   Google Scholar
• Dolce, M., Galanti, E., De Sortis, A., Di Pasquale, G., Goretti, A., Ferlito, R., Papa, F., Papa, S., Pizza, A.G., Sergio, S., & Severino, M. (2007). Iniziative nazionali per la valutazione e riduzione del rischio sismico (in Italian), Proceedings of 12th ANIDIS Congress, Pisa, Italy.
   Google Scholar
• Elnashai, A.S. (2001). Advanced inelastic static (pushover) analysis for earthquake applications. Structural Engineering and Mechanics, 12(1), 51–69.
   Web of Science ®Google Scholar
• Fajfar, P., & Fischinger, M. (1988). N2 – A method for non-linear seismic analysis of regular buildings. Proceedings of the 9th World Congress of Earthquke Engineering, August 2–9, Tokyo-Kyoto, Japan.
   Google Scholar
• Fajfar, P., & Gaspersic, P. (1996). The N2 method for seismic damage analysis of RC buildings. Earthquake Engineering and Structural Dynamics, 25(1), 31–46.
   Web of Science ®Google Scholar
• FEMA (2000). HAZUS99 Technical Manual Earthquake Loss Estimation Methodology. Washington, D.C.: Federal Emergency Management Agency.
   Google Scholar
• FEMA (2003). HAZUS-MH MR1: Technical Manual, Earthquake Model. Washington, D.C.: Federal Emergency Management Agency.
   Google Scholar
• Fiore, A., Foti, D., Monaco, P., Raffaele, D., & Uva, G. (2013). An approximate solution for the rheological behavior of non-homogeneous structures changing the structural system during the construction process. Engineering Structures, 46, 631–642, http://dx.doi.org/10.1016/j.engstruct.2012.08.014.
   Web of Science ®Google Scholar
• Gupta, B., & Kunnath, S.K. (2000). Adaptive spectra-based pushover procedure for seismic evaluation of structures. Earthquake Spectra, 16(2), 367–391.
   Google Scholar
• Han, B., Kalis, A., Tragas, P., Nielsen, R.H., & Prasad, R. (2012). Low cost wireless sensor networks for continuous bridge monitoring, Proceedings of the 6th International Conference on Bridge Maintenance, Safety and Management, Como, Italy, 2012, ISBN 978-0-415-62124-3.
   Google Scholar
• Isakovic, T., & Fischinger, M. (2006). Higher modes in simplified inelastic seismic analysis of single-column bent viaducts. Earthquake Engineering and Structural Dynamics, 35(1), 95–114.
   Web of Science ®Google Scholar
• Kappos, A.J., Paraskeva, T.S., & Sextos, A.G. (2006). Extension of modal pushover analysis to seismic assessment of bridges. Earthquake Engineering and Structural Dynamics, 35(10), 1269–1293.
   Web of Science ®Google Scholar
• Mander, J.B., Priestley, M.J.N., & Park, R. (1988). Theoretical stress-strain model for confined concrete. Journal of Structural Engineering ASCE, 114(8), 1804–1826.
   Web of Science ®Google Scholar
• Mezzina, M., Palmisano, F., & Raffaele, D. (2012). Designing simply supported R.C. bridge decks subjected to in-plane actions: Strut-and-tie model approach. Journal of Earthquake Engineering, 16(4), 496–514.
   Web of Science ®Google Scholar
• Mau, S.T. (1990). Effect of tie spacing on inelastic buckling of reinforcing bars. ACI Structural Journal, 87(6), 671–677.
   Web of Science ®Google Scholar
• Monti, G., & Nuti, C. (1992). Nonlinear cyclic behavior of reinforcing bars including buckling. Journal of Structural Engineering ASCE, 188(12), 3268–3284.
   Google Scholar
• Olmos, B.A., Jara, J.M., & Jara, M. (2012). Displacement fragility curves for bridges with medium length, Proceedings of the 6th International Conference on Bridge Maintenance, Safety and Management, Como, Italy, 2012, ISBN 978-0-415-62124-3.
   Google Scholar
• Panagiotakos, T., & Fardis, M.N. (2001). Deformation of R.C. members at yielding and ultimate. ACI Structural Journal, 98(2), 135–148.
   Web of Science ®Google Scholar
• Pavese, A. (2000). Valutazione della vulnerabilità sismica dei ponti di Catania (in Italian), Roma, Italy: CNR-GNDT Gruppo Nazionale per la Difesa dei Terremoti, pp. 172, ISBN: 88-88151-08-7.
   Google Scholar
• Pinto, P.E., Franchin, P., & Lupoi, A. (2009). Valutazione e consolidamento sismico dei ponti esistenti. Pavia, Italy: IUSS Press, ISBN: 978-88-6198-036-5.
   Google Scholar
• Porco, F., Fiore, A., Porco, G., & Uva, G. (2013). Monitoring and safety for prestressed bridge girders by SOFO sensors. Journal of Civil Structural Health Monitoring, 10.1007/s13349-012-0029-9.
   Google Scholar
• Priestley, M.J.N., Verma, R., & Xiao, Y. (1994). Seismic shear strength of reinforced concrete columns. ASCE Journal of Structural Engineering, 120(8), 2310–2329.
   Web of Science ®Google Scholar
• Priestley, M.J.N., Seible, F., & Calvi, G.M. (1996). Seismic design and retrofit of bridges. New York, USA: John Wiley and Sons.
   Google Scholar
• Priestley, M.J.N., Kowalsky, M.J., Vu, N., & McDaniel, C. (1998). Comparison of recent shear strength provisions for circular bridge columns, Proceedings of the 5th Caltrans Seismic Workshop, Sacramento, 1998.
   Google Scholar
• Priestley, M.J.N. (2003). Myths and Fallacies in Earthquake Engineering, Revisited.Pavia, Italy: IUSS Press, ISBN: 978-88-7358-009-6.
   Google Scholar
• Priestley, M.J.N., Calvi, G.M., & Kowalsky, M.J. (2007). Displacement-based seismic design of structures. Pavia, Italy: IUSS Press.
   Google Scholar
• Raffaele, D. (2004). S.L.U. per instabilità delle colonne isolate in c.a. domini resistenti ridotti. Industria Italiana Del Cemento, 798, 416–439, ISSN: 0019-7637.
   Google Scholar
• Shinozuka, M., Feng, M., Kim, H., & Kim, S. (2000). Nonlinear static procedure for fragility curve development. Journal of Engineering Mechanics ASCE, 126(12), 1287–1295.
   Web of Science ®Google Scholar
• Uva, G., Porco, F., Fiore, A., & Mezzina, M. (2012). Proposal of a methodology for assessing the reliability of in situ concrete tests and improving the estimate of the compressive strength. Construction and Building Materials, 38(1), 72–83.
   Google Scholar
• Uva, G., Raffaele, D., Porco, F., Fiore, A., & Porco, G. (2012). Bridge monitoring by fiber optic deformation sensors: A case study, Proceedings of the 6th International Conference on Bridge Maintenance, Safety and Management, Como, Italy, 2012, ISBN 978-0-415-62124-3.
   Google Scholar
• Villalba, V., Villalba, S., & Casas, J.R. (2012). Application of OBR fiber optic technology in the structural health monitoring of the Can Fatjò Viaduct (cerdanyola del Vallés – Spain), Proceedings of the 6th International Conference on Bridge Maintenance, Safety and Management, Como, Italy, 2012, ISBN 978-0-415-62124-3.
   Google Scholar