Seismic assessment of small to medium spans plain concrete arch bridges

References

• Armstrong, D. M., Sibbald, A., Fairfield, C. A., & Forde, M. C. (1995). Modal analysis for masonry arch bridge spandrell wall separation identification. NDT and E International, 28, 377–386.10.1016/0963-8695(95)00048-8
   Web of Science ®Google Scholar
• Brencich, A., & Sabia, D. (2002). Experimental identification of a multi-span masonry bridge: The tanaro bridge. Construction and Building Materials, 22, 2087–2099.
   Google Scholar
• Bayraktar, A., Altunişik, A. C., Birinci, F., Sevim, B., & Türker, T. (2010). Finite-element analysis and vibration testing of a two-span masonry arch bridge. Journal of Performance of Constructed Facilities, 24, 46–52.10.1061/(ASCE)CF.1943-5509.0000060
   Web of Science ®Google Scholar
• Bayraktar, A., Türker, T., & Altunişik, A. C. (2015). Experimental frequencies and damping ratios for historical masonry arch bridges. Construction and Building Materials, 75, 234–241.10.1016/j.conbuildmat.2014.10.044
   Web of Science ®Google Scholar
• Casarotti, Ch, & Pinho, R. (2007). An adaptive capacity spectrum method for assessment of bridges subjected to earthquake action. Bulletin of Earthquake Engineering, 5, 377–390.10.1007/s10518-007-9031-8
   Web of Science ®Google Scholar
• Cavicchi, A., & Gambarotta, L. (2005). Collapse analysis of masonry bridges taking into account arch–fill interaction. Engineering Structures, 27, 605–615.10.1016/j.engstruct.2004.12.002
   Web of Science ®Google Scholar
• Chen, W. F. (1982). Plasticity in reinforced concrete. New York, NY: McGraw-Hill.
   Google Scholar
• Drosopoulos, G. A., Stavroulakis, G. E., & Massalas, C. V. (2001). Limit analysis of a single span masonry bridge with unilateral frictional contact interfaces. Engineering Structures, 28, 1864–1873.
   Google Scholar
• Drosopoulos, G. A., Stavroulakis, G. E., & Massalas, C. V. (2007). FRP reinforcement of stone arch bridges: Unilateral contact models and limit analysis. Composites Part B: Engineering, 38, 144–151.10.1016/j.compositesb.2006.08.004
   Web of Science ®Google Scholar
• Fajfar, P. (2002, September). Structural analysis in earthquake engineering – A breakthrough of simplified nonlinear methods. 12th European Conference on Earthquake Engineering. London.
   Google Scholar
• Fajfar, P., & Eeri, M. (2000). A nonlinear analysis method for performance based on seismic design. Earthquake Spectra, 16, 573–592.10.1193/1.1586128
   Google Scholar
• Fanning, P. J., & Boothby, T. E. (2001). Three-dimensional modelling and full-scale testing of stone arch bridges. Computers and Structures, 79, 2645–2662.10.1016/S0045-7949(01)00109-2
   Web of Science ®Google Scholar
• Fanning, P. J., Boothby, T. E., & Roberts, B. J. (2001). Longitudinal and transverse effects in masonry arch assessment. Construction and Building Materials, 15, 51–60.10.1016/S0950-0618(00)00069-6
   Web of Science ®Google Scholar
• FEMA 440. (2005). Improvement of nonlinear static analysis procedures. Washington, DC: Federal Emergency Management Agency.
   Google Scholar
• Harvey, B., Tomor, A., & Smith, F. (2005). A three dimensional model for masonry arch bridge behaviour. Structural Engineering International, 15, 101–104.10.2749/101686605777963233
   Google Scholar
• Hatzigeorgiou, G. D., Beskos, D. E., Teodorakopoulos, D. D., & Sfakianakis, M. (1999). Static and dynamic analysis of the arta bridge by finite elements. Facta Universities, Architecture and Civil Engineering, 2, 41–51.
   Google Scholar
• Kumar, P., & Bhandari, N. M. (2005). Non-linear finite element analysis of masonry arches for prediction of collapse load. Structural Engineering International, 15, 166–175.10.2749/101686605777963026
   Google Scholar
• Marefat, M. S., Ghahremani-Gargary, E., & Ataei, Sh (2003). Static and dynamic testing of Akbar Abad plain concrete arch bridge. Journal of civil and surveying Engineering, 37, 13–25. (in Persian).
   Google Scholar
• Marefat, M. S., Ghahremani-Gargary, E., & Ataei, Sh (2004). Load test of a plain concrete arch railway bridge of 20-m span. Construction and Building Materials, 18, 661–667.10.1016/j.conbuildmat.2004.04.025
   Web of Science ®Google Scholar
• Ministry of Roads and Transportation. (2008). Road and railway bridges seismic resistant design code (No. 463). Tehran: Roads, housing and urban development research center.
   Google Scholar
• Ng, K. H., Fairfield, C. A., & Sibbald, A. (1999). Finite-element analysis of masonry arch bridges. Proceedings of the Institution of Civil Engineers: Structures and Buildings, 134, 119–127.
   Web of Science ®Google Scholar
• Page, J. (1993). Masonry arch bridges. London: HMSO.
   Google Scholar
• Parducci, A., Comodini, F., Lucarelli, M., Mezzi, M., & Tomassoli, E. (2006, September). Energy-based nonlinear static analysis. First European Conference on Earthquake Engineering and Seismology. Geneva.
   Google Scholar
• Paraskeva, T. S., Kappos, A. J., & Sextos, A. G. (2006). Extension of modal pushover analysis to seismic assessment of bridges. Earthquake Engineering and Structural Dynamics, 35, 1269–1293.10.1002/(ISSN)1096-9845
   Web of Science ®Google Scholar
• Pela, L., Aprile, A., & Benedetti, A. (2009). Seismic assessment of masonry arch bridges. Engineering Structures, 31, 1777–1788.10.1016/j.engstruct.2009.02.012
   Web of Science ®Google Scholar
• Pelà, L., Aprile, A., & Benedetti, A. (2013). Comparison of seismic assessment procedures for masonry arch bridges. Construction and Building Materials, 38, 381–394.10.1016/j.conbuildmat.2012.08.046
   Web of Science ®Google Scholar
• Reccia, E., Milani, G., Cecchi, A., & Tralli, A. (2014). Full 3D homogenization approach to investigate the behavior of masonry arch bridges: The Venice trans-lagoon railway bridge. Construction and Building Materials, 66, 567–586.10.1016/j.conbuildmat.2014.05.096
   Web of Science ®Google Scholar
• Sevim, B., Bayraktar, A., Altunişik, A. C., Atamtürktür, S., Birinci, F. (2011). Finite-element model calibration effects on the earthquake response of masonry arch bridge. Finite Elements in Analysis and Design, 47, 621–634.10.1016/j.finel.2010.12.011
   Web of Science ®Google Scholar
• Zampieri, P., Zanini, M. A., & Zurlo, R. (2014). Seismic behavior analysis of classes of masonry arch bridges. Key Engineering Materials, 628, 136–142.10.4028/www.scientific.net/KEM.628
   Google Scholar
• Zampieri, P., Zanini, M. A., & Modena, C. (2015). Simplified seismic assessment of multi-span masonry arch bridges. Bulletin of Earthquake Engineering, 13, 2629–2646.10.1007/s10518-015-9733-2
   Web of Science ®Google Scholar