Review of Out-of-Plane Seismic Assessment Techniques Applied To Existing Masonry Buildings

References

• ABK (Agbabian, Barnes and Kariotis). 1981. Methodology for mitigation of seismic hazards in existing unreinforced masonry buildings: Wall testing, out-of-plane. Topical Report 04. El Segundo, CA: ABK.
   Google Scholar
• AS 1170.4. 2007. Structural design actions. Part 4: Earthquake actions in Australia. Homebush, New South Wales, Australia: Standards Association of Australia.
   Google Scholar
• AS 3700. 2011. Masonry structures. Homebush, New South Wales, Australia: Standards Association of Australia.
   Google Scholar
• ASCE/SEI 41. 2013. Seismic Rehabilitation of Existing Buildings. Reston, VA: American Society of Civil Engineers.
   Google Scholar
• Bernardini, A., R. Gori, and C. Modena. 1990. An application of coupled analytical models and experiential knowledge for seismic vulnerability analyses of masonry buildings. In Earthquake damage evaluation and vulnerability analysis of building structures, Edited by A. Koridze. Oxon, UK: Omega Scientific.
   Google Scholar
• Blaikie, E. 2002. Methodology for assessing the seismic performance of unreinforced masonry single storey walls, parapets and free standing walls. Technical report. Wellington, New Zealand: Opus International Consultants.
   Google Scholar
• Bradley, B. A. 2012. Empirical correlations between peak ground velocity and spectrum-based intensity measures. Earthquake Spectra 28 (1):17–35. doi:10.1193/1.3675582.
   Web of Science ®Google Scholar
• Bruneau, M. 1994. State-of-the-art report on seismic performance of unreinforced masonry buildings. Journal of Structural Engineering 120 (1):230–51. doi:10.1061/(ASCE)0733-9445(1994)120:1(230).
   Web of Science ®Google Scholar
• BS 5628-1. 2005. Code of practice for the use of masonry. Structural use of unreinforced masonry. London: British Standards Institution.
   Google Scholar
• Casapulla, C., and D. D’Ayala. 2006. In-plane collapse behaviour of masonry walls with frictional resistances and opening. In In Proceedings of 5th International Conference on Structural Analysis of Historical Construction, ed. P. B. Lourenco, P. Roca, C. Modena, and S. Agrawal, 1159–66. Delhi, NCT/India Macmillan India.
   Google Scholar
• CSA S304.1. 2004. Design of masonry structures. Mississauga, Ontario, Canada: Canadian Standards Association.
   Google Scholar
• CSLLPP. Circolare 02 febbraio 2009 n. 617 Istruzioni per l’applicazione delle “Nuove norme tecniche per le costruzioni” di cui al DM 14 gennaio 2008. Gazzetta Ufficiale della Repubblica Italiana n. 47, Supplemento Ordinario n. 27. (In Italian).
   Google Scholar
• D’Ayala, D. 2005. Force and displacement based vulnerability assessment for traditional buildings. Bulletin of Earthquake Engineering 3 (3):235–65. doi:10.1007/s10518-005-1239-x.
   Web of Science ®Google Scholar
• D’Ayala, D., and E. Speranza. 2003. Definition of collapse mechanisms and seismic vulnerability of historic masonry buildings. Earthquake Spectra 19 (3):479–509. doi:10.1193/1.1599896.
   Web of Science ®Google Scholar
• D’Ayala, D. F., and S. Paganoni. 2011. Assessment and analysis of damage in L’Aquila historic city centre after 6th April 2009. Bulletin of Earthquake Engineering 9 (1):81–104. doi:10.1007/s10518-010-9224-4.
   Web of Science ®Google Scholar
• D’Ayala, D., and Y. Shi. 2011. Modeling masonry historic buildings by multi-body dynamics. International Journal of Architectural Heritage 5 (4–5):483–512. doi:10.1080/15583058.2011.557138.
   Web of Science ®Google Scholar
• de Felice, G. 2011. Out-of-plane seismic capacity of masonry depending on wall section morphology. International Journal of Architectural Heritage 5 (4–5):466–82. doi:10.1080/15583058.2010.530339.
   Web of Science ®Google Scholar
• de Felice, G., and R. Giannini. 2001. Out-of-plane seismic resistance of masonry walls. Journal Earthquake Engineering 5 (3):554–72. doi:10.1142/S1363246901000340.
   Google Scholar
• Decanini, L., A. De Sortis, A. Goretti, R. Langenbach, F. Mollaioli, and A. Rasulo. 2004. Performance of masonry buildings during the 2002 Molise, Italy, Earthquake. Earthquake Spectra 20 (S1):S191–S220. doi:10.1193/1.1765106.
   Web of Science ®Google Scholar
• Derakhshan, H. 2011. Seismic assessment of out-of-plane loaded unreinforced masonry walls, PhD Thesis, Faculty of Engineering, The University of Auckland, Auckland, New Zealand
   Google Scholar
• Derakhshan, H., D. Y. Dizhur, M. C. Griffith, and J. M. Ingham. 2014. Seismic assessment of out-of-plane loaded unreinforced masonry walls in multi-storey buildings. Bulletin Of The New Zealand Society For Earthquake Engineering 47 (2):119–38.
   Google Scholar
• Derakhshan, H., M. C. Griffith, and J. M. Ingham. 2013. Out-of-plane behavior of one-way spanning unreinforced masonry walls. Journal of Engineering Mechanics 139 (4):409–17. doi:10.1061/(ASCE)EM.1943-7889.0000347.
   Web of Science ®Google Scholar
• DMI. Decreto del Ministro delle Infrastrutture 14 gennaio 2008. Approvazione delle nuove norme tecniche per le costruzioni. Gazzetta Ufficiale della Repubblica Italiana n. 29, Supplemento Ordinario n. 30.
   Google Scholar
• Doherty, K., M. C. Griffith, N. Lam, and J. Wilson. 2002. Displacement-based seismic analysis for out-of-plane bending of unreinforced masonry walls. Earthquake Engineering & Structural Dynamics 31 (4):833–50. doi:10.1002/eqe.126.
   Web of Science ®Google Scholar
• Drysdale, R. G., and C. Baker. 2003. Failure line design of unreinforced masonry walls subject to out-of-plane loading. Hamilton, ON: McMaster University, Centre for Effective Design of Structures.
   Google Scholar
• EC (Eurocode) 6. 2005. Design of masonry structures – Part 1-1: General –rules for reinforced and unreinforced masonry. Brussels, Belgium: CEN.
   Google Scholar
• EC (Eurocode) 8. 1996. European prestandard ENV 1998-1-4, Design provisions for earthquake resistance of structures. Part 1-4: Strengthening and repair of buildings. Brussels, Belgium: CEN.
   Google Scholar
• EC (Eurocode) 8. 2004. Design of structures for earthquake resistance – Part 1: General rules, seismic actions and rules for buildings. Brussels, Belgium: CEN.
   Google Scholar
• Fajfar, P. 1999. Capacity spectrum method based on inelastic demand spectra. Earthquake Engineering & Structural Dynamics 28 (9):979–93. doi:10.1002/(SICI)1096-9845(199909)28:9<979::AID-EQE850>3.0.CO;2-1.
   Web of Science ®Google Scholar
• Ferreira, T. M., A. A. Costa, R. Vicente, and H. Varum. 2015. A simplified four-branch model for the analytical study of the out-of-plane performance of regular stone URM walls. Engineering Structures 83:140–53. doi:10.1016/j.engstruct.2014.10.048.
   Web of Science ®Google Scholar
• Freeman, S. A. 1998. Development and use of capacity spectrum method. In Proceedings of 6th US National Conference on Earthquake Engineering, Paper #269. Oakland, USA: EERI.
   Google Scholar
• Giuffrè, A. 1992. Seismic safety and strengthening of historical buildings and urban fabrics. In Proceedings of 10th world conference on earthquake engineering. 6583–96. Rotterdam, The Netherlands: Balkema.
   Google Scholar
• Griffith, M. C., G. Magenes, G. Melis, and L. Picchi. 2003. Evaluation of out-of-plane stability of unreinforced masonry walls subjected to seismic excitation. Journal of Earthquake Engineering 7:141–69. doi:10.1080/13632460309350476.
   Web of Science ®Google Scholar
• Hendry, A. W., B. P. Sinha, and S. R. Davies. 1997. Design of masonry structures. London, UK: E & FN Spon.
   Google Scholar
• Heyman, J. 1966. The stone skeleton. International Journal of Solids and Structures 2 (2):249–79. doi:10.1016/0020-7683(66)90018-7.
   Google Scholar
• Housner, G. W. 1963. The behavior of inverted pendulum structures during earthquakes. Bulletin of the Seismological Society of America 53 (2):403–17.
   Google Scholar
• Lagomarsino, S. 2015. Seismic assessment of rocking masonry structures. Bulletin of Earthquake Engineering 13 (1):97–128. doi:10.1007/s10518-014-9609-x.
   Web of Science ®Google Scholar
• Lagomarsino, S., and S. Resemini. 2009. The assessment of damage limitation state in the seismic analysis of monumental buildings. Earthquake Spectra 25 (2):323–46. doi:10.1193/1.3110242.
   Web of Science ®Google Scholar
• Lam, N. T. K., J. L. Wilson, and G. L. Hutchinson. 1995. The seismic resistance of unreinforced masonry cantilever walls in low seismicity areas. Bulletin of the New Zealand National Society for Earthquake Engineering 28 (3):179–95.
   Google Scholar
• Lawrence, S. J., and R. J. Marshall. 2000. Virtual work design method for masonry panels under lateral load. In In Proceedings of 12th International Brick/Block Masonry Conference, ed. J. M. Adell, 1063–72. Madrid, Spain: Construction and Architectonic Technology Department of the Polytechnic Unversity of Madrid.
   Google Scholar
• Lourenço, P. B., and J. G. Rots. 1997. Multisurface interface model for analysis of masonry structures. Journal of Engineering Mechanics 123 (7):660–68. doi:10.1061/(ASCE)0733-9399(1997)123:7(660).
   Web of Science ®Google Scholar
• Magenes, G., A. Penna, I. E. Senaldi, M. Rota, and A. Galasco. 2014. Shaking table test of a strengthened full scale stone masonry building with flexible diaphragms. International Journal of Architectural Heritage 8 (3):349–75. doi:10.1080/15583058.2013.826299.
   Web of Science ®Google Scholar
• Makris, N., and D. Konstantinidis. 2003. The rocking spectrum and the limitations of practical design methodologies. Earthquake Engineering & Structural Dynamics 32 (2):265–89. doi:10.1002/eqe.223.
   Web of Science ®Google Scholar
• Martini, K. 1998. Finite element studies in the two-way out-of-plane failure of unreinforced masonry. In Proceedings of 6th US national conference on earthquake engineering. Oakland: EERI.
   Google Scholar
• Mauro, A., G. de Felice, and M. DeJong. 2015. The relative dynamic resilience of masonry collapse mechanisms. Engineering Structures 85:182–94. doi:10.1016/j.engstruct.2014.11.021.
   Web of Science ®Google Scholar
• Milani, G., P. B. Lourenço, and A. Tralli. 2006. Homogenization approach for the limit analysis of out-of-plane loaded masonry walls. Journal of Structural Engineering 132 (10):1650–63. doi:10.1061/(ASCE)0733-9445(2006)132:10(1650).
   Web of Science ®Google Scholar
• Moehle, J. P. 1992. Displacement-based design of RC structures subjected to earthquakes. Earthquake Spectra 8 (3):403–28. doi:10.1193/1.1585688.
   Google Scholar
• Moon, L., D. Dizhur, I. Senaldi, H. Derakhshan, M. Griffith, G. Magenes, and J. Ingham. 2014. The demise of the URM building stock in christchurch during the 2010-2011 canterbury earthquake sequence. Earthquake Spectra 30 (1):253–76. doi:10.1193/022113EQS044M.
   Web of Science ®Google Scholar
• Novelli, V. I., and D. D’Ayala. 2012. Seismic vulnerability assessment of the Casbah of Algiers. In Proceedings of 8th International Conference on Structural Analysis of Historical Construction, ed. J. Jasienko, 2939–47. Wroclaw, Poland: Dolnoslaskie Wydawnictwo Edukacyjne.
   Google Scholar
• NZSEE. 2006. New Zealand society for earthquake engineering: Assessment and improvement of the structural performance of buildings in earthquakes. Recommendations of a NZSEE Study Group on Earthquake Risk Buildings. New Zealand Society for Earthquake Engineering, Wellington, New Zealand.
   Google Scholar
• Penna, A., P. Morandi, M. Rota, C. F. Manzini, F. da Porto, and G. Magenes. 2014. Performance of masonry buildings during the Emilia 2012 earthquake. Bulletin of Earthquake Engineering 12 (5):2255–73. doi:10.1007/s10518-013-9496-6.
   Web of Science ®Google Scholar
• Priestley, M. J. N. 1985. Seismic behaviour of unreinforced masonry walls. Bulletin of the New Zealand National Society for Earthquake Engineering 18 (2):191–205.
   Google Scholar
• Priestley, M. J. N. 1993. Myths and fallacies in earthquake engineering - Conflicts between design and reality. Bulletin of the New Zealand National Society for Earthquake Engineering 26 (3):329–41.
   Google Scholar
• Priestley, M. J. N. 1997. Displacement-based seismic assessment of reinforced concrete buildings. Journal of Earthquake Engineering 1 (1):157–92. doi:10.1080/13632469708962365.
   Web of Science ®Google Scholar
• Priestley, M. J. N., and M. J. Kowalsky. 2000. Direct displacement-based seismic design of concrete buildings. Bulletin of the New Zealand National Society for Earthquake Engineering 33 (4):421–41.
   Google Scholar
• Restrepo Vélez, L. F., G. Magenes, and M. C. Griffith. 2014. Dry stone masonry walls in bending — Part I: Static tests. International Journal of Architectural Heritage 8 (1):1–28. doi:10.1080/15583058.2012.663059.
   Web of Science ®Google Scholar
• Rondelet, J. B. 1812. L’Art de Batir. Paris, France: de Gille, Tome 3, ps. 189-190 and plate 42.
   Google Scholar
• Senaldi, I., G. Magenes, A. Penna, A. Galasco, and M. Rota. 2014. The effect of stiffened floor and roof diaphragms on the experimental seismic response of a full scale unreinforced stone masonry building. Journal of Earthquake Engineering 18 (3):407–43. doi:10.1080/13632469.2013.876946.
   Web of Science ®Google Scholar
• Sharif, I., C. S. Meisl, and K. J. Elwood. 2007. Assessment of ASCE 41 height-to-thickness ratio limits for URM walls. Earthquake Spectra 23 (4):893–908. doi:10.1193/1.2790488.
   Web of Science ®Google Scholar
• Shawa, O. A., G. de Felice, A. Mauro, and L. Sorrentino. 2012. Out-of-plane seismic behaviour of rocking masonry walls. Earthquake Engineering & Structural Dynamics 41 (5):949–68. doi:10.1002/eqe.1168.
   Web of Science ®Google Scholar
• Sinha, B. P. 1978. A simplified ultimate load analysis of laterally loaded model orthotropic brickwork panels of low tensile strength. Structural Engineering B 56 (4):81–84.
   Google Scholar
• Sorrentino, L., O. Al Shawa, and L. D. Decanini. 2011. The relevance of energy damping in unreinforced masonry rocking mechanisms. Experimental and analytic investigations. Bulletin of Earthquake Engineering 9 (5):1617–42. doi:10.1007/s10518-011-9291-1.
   Web of Science ®Google Scholar
• Sorrentino, L., S. Kunnath, G. Monti, and G. Scalora. 2008. Seismically induced one-sided rocking response of unreinforced masonry facades. Engineering Structures 30 (8):2140–53. doi:10.1016/j.engstruct.2007.02.021.
   Web of Science ®Google Scholar
• Sorrentino, L., R. Masiani, and L. D. Decanini. 2006. Overturning of rocking rigid bodies under transient ground motions. Structural Engineering and Mechanics 22 (3):293–310. doi:10.12989/sem.2006.22.3.293.
   Web of Science ®Google Scholar
• Sorrentino, L., R. Masiani, and M. C. Griffith. 2008. The vertical spanning strip wall as a coupled rocking rigid body assembly. Structural Engineering and Mechanics 29 (4):433–53. doi:10.12989/sem.2008.29.4.433.
   Web of Science ®Google Scholar
• Sullivan, T. J., G. M. Calvi, M. J. N. Priestley, and M. J. Kowalsky. 2003. The limitations and performances of different displacement based design methods. Journal of Earthquake Engineering 7:201–41. doi:10.1080/13632460309350478.
   Web of Science ®Google Scholar
• Vaculik, J., M. C. Griffith, and G. Magenes. 2014. Dry stone masonry walls in bending — Part II: Analysis. International Journal of Architectural Heritage 8 (1):29–48. doi:10.1080/15583058.2012.663060.
   Web of Science ®Google Scholar