Skip to main content
Log in

Displacement-based assessment of typical Italian RC bridges

  • Original Research
  • Published:
Bulletin of Earthquake Engineering Aims and scope Submit manuscript

Abstract

For the effective management and maintenance of a transport network it is important to identify the most at-risk bridges within the network and subsequently implement efficient retrofit solutions. The risk assessment process adopted for this purpose usually makes use of vulnerability or fragility functions that may be either simple empirical expressions or bridge-specific expressions developed from time-consuming non-linear dynamic analyses. Fragility curves defined for bridge taxonomies are less precise because fragility curves are in general site and bridge dependent. In this work the possibility of using a simplified displacement-based assessment (DBA) procedure for the identification of bridge fragility functions is explored. The simplifications to the DBA approach are made so that the inputs required for assessment are limited to bridge characteristics that can be readily identified from a rapid visual inspection of the bridge (or from drawings). Nonetheless, by incorporating a number of input parameters that can dictate the displacement capacity of a bridge, it is argued that the simplified DBA procedure can still provide a good level of accuracy, particularly compared to simplified empirical methods. In addition to this, for portfolio risk assessment, this approach can be easily applied and is more refined than the use of fragility curves defined for bridge taxonomies. This is demonstrated in the paper by comparing fragility functions obtained via various methods, for a number of RC bridge typologies commonly found in Italy.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11

Similar content being viewed by others

References

  • ACI (2001) Building code requirement for structural concrete. American Concrete Institute, Farmington Hills

    Google Scholar 

  • Applied Technology Council (ATC) (2012) Guidelines for the seismic performance assessment of buildings, ATC 58 Report Redwood City, CA

  • Cademartori M, Sullivan T, Cardone D (2015) Displacement based assessment of reinforced concrete bridges. A dissertation submitted in partial fulfilment of the requirements for the master degree in earthquake engineering & engineering seismology, ROSE School, 2015, University of Pavia, Pavia

  • California Department of Transportation (Caltrans) (2006) Seismic design criteria—version 1.4. Caltrans, Sacramento

    Google Scholar 

  • Cardone D (2014) Displacement limits and performance displacement profiles in support of direct displacement based seismic assessment of bridges. Bull Earthq Eng 43(8):1239–1263

    Article  Google Scholar 

  • Cardone D, Perrone G (2013) Direct displacement based assessment of bridges. In: Sullivan TJ, Calvi GM (eds) Chapter 9 of research report ROSE—2013/01 developments in the field of displacement-based seismic assessment. IUSS Press, Pavia, pp 339–430

  • Cardone D, Perrone G, Sofia S (2011) A performance-based adaptive methodology for the seismic evaluation of multi-span simply supported deck bridges. Bull Earthq Eng 9:1463–1498

    Article  Google Scholar 

  • Carr A (2002) RUAUMOKO users manual. University of Canterbury, Chirstchurch

    Google Scholar 

  • Cattoni E, Cecconi M, Pane V (2012a) Direct displacement based design of embedded retaining structures. EJGE 17/t:2795–2807

    Google Scholar 

  • Cattoni E, Cecconi M, Pane V, Vecchietti S (2012b) Development of direct displacement based design method for retaining walls subjected to seismic loads. In: Proceedings of the II international conference on performance-based design in earthquake geotechnical engineering, May 28–30, 2012, Taormina, Italy, pp 1510–1521

  • CS.LL.PP. (2008) DM 14 Gennaio 2008 Norme Tecniche per le Costruzioni, Gazzetta Ufficiale della Repubblica Italiana (in Italian)

  • Del Grosso A, Cademartori M, Basso P, Osmani S (2018) A simplified displacement based seismic loss assessment method for reinforced concrete bridges. In: Proceedings of the IABSE conference 2018—engineering the past, to meet the needs of the future, June 25–27 2018, Copenhagen, Denmark

  • Fajfar P, Dolsek M (2010) A practice-oriented approach for probabilistic seismic assessment. In: Fardis MN (ed) Advances in performance-based earthquake engineering. Springer, Berlin, pp 225–333

    Chapter  Google Scholar 

  • Gehl P, D’Ayala D (2015) Accuracy of simplified procedures for the fragility assessment of bridges. In: SECED 2015 conference: earthquake risk and engineering towards a resilient world, 9–10 July 2015, Cambridge, UK

  • Kappos AJ (2018) Seismic design of bridges: present and future. In: Pitilakis K (eds) Recent advances in earthquake engineering in Europe (ECEE 2018). Geotechnical, geological and earthquake engineering, vol 46. Springer, Cham

  • Kappos AJ, Saiidi MS, Aydinoglu MN, Isakovic T (eds) (2012) Seismic design and assessment of bridges: inelastic method of analysis and case studies. Springer, London

    Google Scholar 

  • Kennedy RP, Ravindra MK (1984) Seismic fragilities for nuclear power plant risk studies. Nucl Eng Des 79(1):47–68

    Article  Google Scholar 

  • Kong C (2017) Rapid direct displacement-based assessment approach for bridge structures, A dissertation submitted to the Graduate Faculty of North Carolina State University in partial fulfillment of the requirements for the Degree of Doctor of Philosophy, Raleigh, NC, USA

  • Kosic M, Dolsek M, Fajfar P (2016) Dispersions for pushover-based risk assessment of reinforced concrete frames ad cantilever walls. Earthq Eng Struct Dyn 45:2163–2183

    Article  Google Scholar 

  • Kowalsky MJ (2002) Displacement-based approach for the seismic design of continuous concrete bridges. Earthq Eng Struct Dyn 31:719–747

    Article  Google Scholar 

  • Magliulo G, Capozzi V, Fabbrocino G, Manfredi G (2008) Experimental determination of neoprene-concrete friction coefficient for seismic assessment of existing precast structures. In: Proceedings of the 14th world conference on earthquake engineering, October 12–17, 2008, Beijing, China

  • Maroney BA, Romstad KM, Kutter B (1993) Experimental testing of laterally loaded large scale bridge abutments. In: Structural engineering in natural hazards mitigation: proceedings of papers presented at the structures congress’93, vol 2. ASCE, New York, pp 1065–1070

  • Megally SH, Silva PF, Seible F (2000) Seismic response of external sacrificial shear keys, Report No. SSRP-2001/23, Department of Structural Engineering, University of California San Diego, La Jolla, CA, May 2002

  • National Cooperative Highway Research Program (NCHRP) (2012) Performance-based seismic bridge design: a synthesis of highway practice, NCHRP440. American Association of State Highway and Transportation Officials, Washington, DC

    Google Scholar 

  • Otani C (1974) SAKE, a computer program for inelastic response of R/C frames to earthquakes, Report UILU-ENG-74-2029, Civil Engineering Studies, University of Illinois at Urbana-Champaign, USA

  • Paolucci R, Petrini L, Smerzini C, Abbasi L (2013) Direct displacement based seismic assessment with soil-structure interaction. In: Sullivan TJ, Calvi GM (eds) Chapter 10 of research report ROSE—2013/01 developments in the field of displacement-based seismic assessment. IUSS Press, Pavia, pp 431–458

  • Priestley MJN, Seible F, Calvi GM (1996) Seismic design and retrofit of bridges. Wiley, New York

    Book  Google Scholar 

  • Priestley MJN, Calvi GM, Kowalsky MJ (2007) Displacement-based seismic design of structures. IUSS Press, Pavia

    Google Scholar 

  • Ramanathan K, DesRoches R, Padgett JE (2010) Analytical fragility curves for multispan continuous steel girder bridge in moderate seismic zones. Transp Res Rec 2202:173–182

    Article  Google Scholar 

  • Sadan OB, Petrini L, Calvi GM (2012) Direct Displacement-based Seismic assessment procedure for multi span reinforced concrete bridges with single columns piers. Earthq Eng Struct Dyn 42(73):1031–1051

    Google Scholar 

  • Sextos A, Mackie K, Stojadinovic B, Taskari O (2008) Simplified p–y relationships for modeling embankment abutment systems of typical California bridges. In: Proceedings of the 14th world conference on earthquake engineering, October 12–17, 2008, Beijing, China

  • Shamsabadi A (2007) Three dimensional non linear seismic soil abutment foundation structure interaction analysis of skewed bridges, PhD thesis, University of Southern California, Supervised by Martins, G., CA, USA

  • Shinozuka M, Feng QM, Kim K, Kim S (2000) Nonlinear static procedure for fragility curve development. ASCE J Eng Mech 126(12):1287–1295

    Article  Google Scholar 

  • Smerzini C, Galasso C, Iervolino I, Paolucci R (2012) Ground motion record selection for displacement based seismic design and assessment. In: Proceedings of the 15th world conference on earthquake engineering, September 24–28, 2012, Lisbon, Portugal

  • Solberg KM, Dhakal RP, Mander JB, Bradley BA (2008) Computational and rapid expected annual loss estimation methodologies for structures. Earthq Eng Struct Dyn 37(1):81–101

    Article  Google Scholar 

  • STRIT Project (2013) Deliverable D1.3.3, Research Project, Partners: Stress S.c.a.r.l., AMRA S.c.ar.l., Eucentre, Italy

  • Sullivan TJ, Calvi GM (2013) Toward displacement-based seismic assessment in Europe. In: Proceedings of the 2013 NZSEE conference New Zealand Society of Earthquake Engineering, New Zealand

  • Sullivan TJ, Priestley MJN, Calvi GM (eds) (2012) A model code for the displacement-based seismic design of structures, DBD12. IUSS Press, Pavia

    Google Scholar 

  • Tortolini P, Marcantonio PR, Petrangeli M, Lupoi A (2011) Criteri per la verifica e la sostituzione degli appoggi in neoprene di viadotti esistenti in zona sismica. In: Proceedings of the 2011 ANIDIS conference, Bari 2011, Italy (in Italian)

  • Vamvatsikos D, Cornell CA (2002) Incremental dynamic analysis. Earthq Eng Struct Dyn 31(3):491–514

    Article  Google Scholar 

  • Welch DP, Sullivan TJ, Calvi GM (2012) “Developing direct displacement-based design and assessment procedures for performance based earthquake engineering”, Rose Research Report 2012/03. IUSS Press, Pavia

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Marcello Cademartori.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Cademartori, M., Sullivan, T.J. & Osmani, S. Displacement-based assessment of typical Italian RC bridges. Bull Earthquake Eng 18, 4299–4329 (2020). https://doi.org/10.1007/s10518-020-00861-9

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10518-020-00861-9

Keywords

Navigation