Implications of cumulated seismic damage on the seismic performance of unreinforced masonry buildings

Bulletin of the New Zealand Society for Earthquake Engineering

Volumn 47, Issue 2, 2014, Pages 157-170

  Mouyiannou, Amaryllis ^a   Penna, Andrea ^b   Rota, Maria ^c   Graziotti, Francesco ^c   Magenes, Guido ^b  

^a SCUOLA UNIVERSITARIA SUPERIORE IUSS PAVIA   (Italy)

^b UNIVERSITY OF PAVIA   (Italy)

^c EUROPEAN CENTRE FOR TRAINING AND RESEARCH IN EARTHQUAKE ENGINEERING   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

BUILDINGS; DEGREES OF FREEDOM (MECHANICS); DETERIORATION; MASONRY CONSTRUCTION; MASONRY MATERIALS; SEISMIC RESPONSE; STRUCTURAL ANALYSIS;

ANALYTICAL METHODOLOGY; CUMULATIVE DAMAGE; EARTHQUAKE SEQUENCES; SEISMIC PERFORMANCE; SINGLE DEGREE OF FREEDOM SYSTEMS; STATIC AND DYNAMIC BEHAVIOURS; UNREINFORCED MASONRY; UNREINFORCED MASONRY BUILDING;

EARTHQUAKES;

EID: 84904725797     PISSN: 11749857     EISSN: None     Source Type: Journal    
DOI: 10.5459/bnzsee.47.2.157-170     Document Type: Article

References (47)

1. Rota, M., Penna, A. and Strobbia, C. (2008) "Processing Italian damage data to derive typological fragility curves". Soil Dynamics and Earthquake Engineering. 28(10-11): 933-947.
2. Rota, M., Penna, A., Strobbia, C. and Magenes, G. (2011) "Typological seismic risk maps for Italy". Earthquake Spectra 27(3): 907-926.
3. Penna, A., Morandi, P., Rota, M., Manzini, C.F., da Porto, F., Magenes, G. (2014) "Performance of masonry buildings during the Emilia 2012 earthquake". Bulletin of Earthquake Engineering, doi: 10.1007/s10518-013- 9496-6.
4. Dizhur, D., Ingham, J., Moon, L., Griffith, M., Schultz, A., Senaldi, I., Magenes, G., Dickie, J., Lissel, S., Centeno, J., Ventura, C., Leite, J., Lourenco, P. (2011) "Performance of masonry buildings and churches in the 22 February 2011 Christchurch earthquake". Bulletin of the New Zealand Society for Earthquake Engineering 44(4): 279-296.
5. Senaldi, L., Magenes, G., Ingham, J.M. (2014) "Damage assessment of unreinforced stone masonry buildings after the 2010-2011 Canterbury earthquakes". International Journal of Architectural Heritage (in press).
6. Vamvatsikos, D., Dolsek, M. (2011) "Equivalent constant rates for performance-based seismic assessment of ageing structures", Structural Safety 33(1): 8-18.
7. Fotopoulou, S.D., Karapetrou, S.T. and Pitilakis, K.D. (2012) "Seismic vulnerability of RC buildings considering SSI and aging effects". Proceedings of. 15 WCEE, Lisboa, PT. Paper No. 5789
8. Iervolino, I., Giorgio, M. and Chioccarelli, E. (2013) "Gamma degradation models for earthquake-resistant structures". Structural Safety 45: 43-58.
9. Baker, J.W., Cornell, C.A. (2008) "Vector-valued intensity measures incorporating spectral shape for prediction of structural response", Journal of Earthquake Engineering 12(4): 534-554.
10. Jalayer, F., Asprone, D., Prota, A. and Manfredi, G. (2011) "A decision support system for post-earthquake reliability assessment of structures subjected to aftershocks: an application to L'Aquila earthquake, 2009". Bulletin of Earthquake Engineering 9:997-1014.
11. Iervolino, I., Giorgio, M. and Chioccarelli, E. (2013) "Closed-form aftershock reliability of damage-cumulating elastic-perfectly-plastic systems". Earthquake Engineering Structural Dynamics 43(4): 613-625.
12. thWCEE. Vancouver, Canada.
13. Réveillère, A., Gehl, P., Seyedi, D., Modaressi, H. (2012). "Development of seismic fragility curves for mainshock-damaged reinforced-concrete structures". Proceedings 15th WCEE, Lisboa, Portugal.
14. Aschheim, M., Black, E. (1999) "Effects of prior earthquake damage on response of simple stiffnessdegrading structures". Earthquake Spectra 15(1): 1-24.
15. Amadio, C., Fragiacomo, M., Rajgelj, S. (2003) "The effects of repeated earthquake ground motions on the nonlinear response of SDOF systems". Earthquake Engineering and Structural Dynamics 32(2):291-308.
16. Hatzigeorgious, G., Beskos, D. (2009) "Inelastic displacement ratios for SDOF structures subjected to repeated earthquakes". Engineering Structures 31(11): 2744-55.
17. th Pacific Conference on Earthquake Engineering, NZSEE, Auckland, New Zealand, Paper No. 225.
18. th WCEE, Lisboa, Portugal
19. Di Samo, L. (2013) "Effects of multiple earthquakes on inelastic structural response". Engineering Structures, 56: 673-681.
20. Fragiacomo, M., Amadio, C., Macorini, L. (2004) "Seismic response of steel frames under repeated earthquake ground motions". Engineering Structures: 2021-2035.
21. ATC (1998) FEMA 306 - Evaluation of Earthquake-Damaged Concrete and Masonry Wall Buildings: Basic Procedures Manual, Redwood City, Calif.
22. ATC (1998) FEMA 307 - Evaluation of Earthquake-Damaged Concrete and Masonry Wall Buildings: Technical Resources, Redwood City, Calif.
23. Rota, M., Zuccolo, E., Taverna, L., Corigliano, M., Lai, C.G., Penna, A. (2012) "Mesozonation of the Italian territory for the definition of real spectrum-compatible accelerograms". Bulletin of Earthquake Engineering. 10(5): 1357-1375.
24. "ASCONA: Automated Selection of Compatible Natural Accelerograms". Earthquake Spectra 28(3): 965-987.
25. Smerzini, C., Galasso, C. and Paolucci, R. (2013). "Ground motion record selection based on broadband spectral compatibility". Earthquake Spectra, doi: http://dx.doi.org/10.1193/052312EQS197M.
26. Mouyiannou, A., Rota, M., Penna, A., Magenes, G. (2014) "Identification of suitable limit states from nonlinear dynamic analyses of masonry structures". Journal of Earthquake Engineering 18(2): 231 - 263.
27. Rota, M., Penna, A. and Magenes, G. (2010) "A methodology for deriving analytical fragility curves for masonry buildings based on stochastic nonlinear analyses". Engineering Structures 32(5): 1312-1323.
28. Yeo, G.L., Cornell, C.A. (2009). "Post-quake decision analysis using dynamic programming". Earthquake Engineering and Structural Dynamics 38(1): 79-93.
29. Galloway, B., Hare, J., Brunsdon, D., Wood, P., Lizundia, B., Stannard, M. (2014) "Lessons from the Post-Earthquake Evaluation of Damaged Buildings in Christchurch", Earthquake Spectra 30(1): 451-474.
30. Russell, A.P., Ingham, J.M. (2010) "Prevalence of New Zealand's Unreinforced Masonry Buildings", Bulletin of the New Zealand Society for Earthquake Engineering, 43(3): 182-201.
31. Derakhshan, H., Griffith, M.C., Ingham, J.M. (2013) "Out-of-plane behavior of one-way spanning unreinforced masonry walls", Journal of Engineering Mechanics, ASCE, 139(4): 409-417.
32. Lagomarsino, S. (2014) "Seismic assessment of rocking masonry structures", Bulletin of Earthquake Engineering, DOI 10.1007/s10518-014- 9609-x.
33. . "Issues on the use of time-history analysis for the design and assessment of masonry structures". Proc. COMPDYN2013, Kos Island, Greece, Paper No. 1327.
34. Magenes, G., Calvi, G.M. and Kingsley, G.R. (1995). "Seismic Testing of a Full-Scale, Two-Story Masonry Building: Test Procedure and Measured Experimental Response". University of Pavia, Italy.
35. Penna, A., Lagomarsino, S. and Galasco, A. (2014). "A nonlinear macro-element model for the seismic analysis of masonry buildings". Earthquake Engineering and Structural Dynamics, 43(2): 159-179.
36. Lagomarsino, S., Penna, A., Galasco, A. and Cattari S. (2013). "TREMURI program: an equivalent frame model for the nonlinear seismic analysis of masonry buildings". Engineering Structures 56: 1787-1799.
37. Mazzon, N., Valluzzi, M.R., Aoki, T., Garbin, E., De Canio, G., Ranieri, N., Modena, C. (2009) "Shaking table tests on two multi-leaf stone masonry buildings", Proc. 11th Canadian Masonry Symposium, Toronto.
38. Elmenshawi, A., Sorour, M., Mufti, A., Jaeger, L.G., Shrive, N. (2010) "Damping mechanisms and damping ratios in vibrating unreinforced stone masonry", Engineering Structures 32(10), 3269-3278.
39. Graziotti, F. (2013) "Contributions towards a Displacement-Based Seismic Assessment of Masonry Structures". Ph.D. Dissertation, UME School, Pavia.
40. Italian Building Code (2008). DM 14.01. 2008: Norme Tecniche per le Costruzioni.
41. Costa, A.A., Penna, A., Magenes, G. (2011) "Seismic performance of Autoclaved Aerated Concrete (AAC) masonry: from experimental testing of the in-plane capacity of walls to building response simulation". Journal of Earthquake Engineering, 15(1): 1-31.
42. Tondelli, M., Rota, M., Penna, A. and Magenes, G. (2012) "Evaluation of uncertainties in the seismic assessment of existing masonry buildings". Journal of Earthquake Engineering 16(S1): 36-64.
43. Magenes, G., Penna, A. (2011) "Seismic design and assessment of masonry buildings in Europe: recent research and code development issues", Keynote paper, Proceedings of the 9th Australasian Masonry Conference, Queenstown, New Zealand, 585-603.
44. Housner, G.W. (1959). "Behavior of structures during earthquakes". Journal of the Engineering Division, ASCE, Vol. 85, No. EM 14, 109-129.
45. Graziotti, F., Penna, A. and Magenes, G. (2013). "Use of equivalent SDOF systems for the evaluation of displacement demand for masonry buildings". Proc. of VEESD 2013, Vienna, Austria.
46. Bradley, B.A., Quigley, M.C., Van Dissen, R.J. and Litchfield, N.J. (2013) "Ground Motion and Seismic Source Aspects of the Canterbury Earthquake Sequence", Earthquake Spectra, 30(1): 1-15.
47. Moon, L., Dizhur D., Senaldi, I., Derakhshan, H., Griffith, M., Magenes, G. and Ingham, J. (2014) "The demise of the URM building stock in Christchurch during the 2010/2011 Canterbury earthquake sequence", Earthquake Spectra, 30(1): 253-276.