1 |
D'Ayala, D., Spence, R., Oliveira, C. and Pomonis, A. (1997), "Earthquake loss estimation for Europe's historic town centres", Earthq. Spectra, 13(4), 773-793.
DOI
ScienceOn
|
2 |
Doherty, K.T., Griffith, M.C., Lam, N. and Wilson, J. (2002), "Displacement-based seismic analysis for outof-plane bending of unreinforced masonry wall", Earthq. Eng. Struct. Dyn., 31(4), 833-850.
DOI
ScienceOn
|
3 |
Yi, T., Moon, F., Leon, R.T. and Kahn, L.F. (2006), "Lateral load tests on a two-story unreinforced masonry building", ASCE J. Struct. Eng., 132(5), 643-652.
DOI
ScienceOn
|
4 |
Borzi, B., Crowley, H. and Pinho, R. (2008), "Simplified pushover-based earthquake loss assessment (SPBELA) method for masonry buildings", Int. J. Archit. Herit., 2(4), 353-376.
DOI
|
5 |
Bothara, J.K., Dhakal, R.P. and Mander, J.B. (2010), "Seismic performance of an unreinforced masonry building: An experimental investigation", Earthq. Eng. Struct. Dyn., 39(1), 45-68.
|
6 |
Lang, K. and Bachmann, H. (2004), "On the seismic vulnerability of existing buildings: a case study of the city of Basel", Earthq. Spectra, 20(1), 43-66.
DOI
ScienceOn
|
7 |
Karantoni, F.V., Fardis, M.N., Vintzeleou, E. and Harisis, A. (1993), "Effectiveness of seismic strengthening interventions", Proceedings of the IABSE Symposium on Structural Preservation of the Architectural Heritage, Rome, Italy, September.
|
8 |
Karantoni, F.V. and Fardis, M.N. (2005), "Damage to masonry buildings due to the Aegion, (Gr) 1995 Earthquake", Proceedings of the 9th International Conference on Structural Studies, Repairs and Maintenance of Heritage Architecture, Malta, June.
|
9 |
Lagomarsino, S. and Giovinazzi, S. (2006), "Macroseismic and mechanical models for the vulnerability and damage assessment of current buildings", Bull. Earthq. Eng., 4(4), 415-443.
DOI
ScienceOn
|
10 |
Magenes, G. (2010), "Earthquake resistant design of masonry structures: rules, backgrounds, latest findings", Proceedings of the 8th International Masonry Conference, Dresden, Germany, July.
|
11 |
Magenes, G. and Calvi, G.M. (1997), "In-plane seismic response of brick masonry walls", Earthq. Eng. Struct. Dyn., 26(11), 1091-1112.
DOI
|
12 |
Ottosen, N. (1977), "A failure criterion for concrete", ASCE J. Eng. Mech., 103(4), 527-535.
|
13 |
Page, A.W. (1983), "The strength of brick masonry under biaxial tension-compression", Int. J. Mason. Constr., 3(1), 26-31.
|
14 |
Penelis, G.G., Kappos, A.J. and Stylianidis, K.C. (2002), Unreinforced masonry buildings - 1st level analysis, RISK-UE report, University of Thessaloniki, Thessaloniki, Greece.
|
15 |
Pagnini, L.C., Vicente, R., Lagomarsino, S. and Varum, H. (2011), "A mechanical model for the seismic vulnerability assessment of old masonry buildings", Earthq. Struct., 2(1), 25-42.
DOI
|
16 |
Park, J., Towashiraporn, P., Craig, J.I. and Goodno B.J. (2009) "Seismic fragility analysis of low-rise unreinforced masonry structures", Eng. Struct., 31(1), 125-137.
DOI
ScienceOn
|
17 |
Pasticier, L., Amadio, C. and Fragiacomo, M. (2008), "Non-linear seismic analysis and vulnerability evaluation of a masonry building by means of the SAP2000 V.10 code", Earthq. Eng. & Struct. Dyn., 37(3), 467-485.
DOI
ScienceOn
|
18 |
Griffith, M.C., Magenes, G., Melis, G. and Picchi, L. (2003) "Evaluation of out-of-plane stability of unreinforced masonry walls subjected to seismic excitation", J. Earthq. Eng., 7(SP1), 141-169.
|
19 |
Erberik, M.A. (2008), "Generation of fragility curves for Turkish masonry buildings considering in-plane failure modes", Earthq. Eng. Struct. Dyn., 37(3), 387-405.
DOI
ScienceOn
|
20 |
FEMA (2010), Hazus MH MR5 technical manual, Federal Emergency Management Agency, Washington, USA.
|
21 |
Frankie, T.M., Gencturk, B. and Elnashai, A.S. (2013), "Simulation-based fragility relationships for unreinforced masonry buildings", ASCE J. Struct. Eng., 139(3), 400-410.
DOI
|
22 |
Grunthal, G. (1998), European Macroseismic Scale 1998 (EMS-98), Centre Europeen de Geodynamique et de Seismologie, Luxembourg, Luxembourg.
|
23 |
CEN (2005), EN 1996-1-1 Eurocode 6: Design of masonry structures - Part 1-1: General rules for reinforced and unreinforced masonry structures, Brussels.
|
24 |
Kappos, A.J., Panagopoulos, G., Panagiotopoulos, C. and Penelis, G. (2006), "A hybrid method for the vulnerability assessment of R/C and URM buildings", Bull. Earthq. Eng., 4(4), 391-413.
DOI
|
25 |
Karababa, F.S. and Pomonis, A. (2011), "Damage data analysis and vulnerability estimation following the August 14, 2003 Lefkada Island, Greece, Earthquake", Bull. Earthq. Eng., 9(4), 1015-1046.
DOI
|
26 |
Karantoni, F.V. and Fardis, M.N. (1992), "Computed versus observed seismic response and damage of masonry buildings", ASCE J. Struct. Eng., 118(7), 1804-1821.
DOI
|
27 |
Bouckovalas, G.D., Gazetas, G. and Papadimitriou, A.G. (1999), "Geotechnical aspects of the 1995 Aegion (Greece) earthquake", Proceedings of the 2nd International Conference on Earthquake Geotechnical Engineering, Lisbon, Portugal, June.
|
28 |
Cattari, S., Curti, E., Giovinazzi, S., Lagomarsino. S., Parodi, S. and Penna, A. (2004), "Un modello meccanico per l'analisi di vulnerabilita del costruito in muratura a scala urbana". XI Congresso Nazionale "L'ingegneria Sismica in Italia", Genoa, Italy, January.
|
29 |
CEN (2004), EN 1998-1 Eurocode 8: Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings, Brussels.
|
30 |
Colombi, M., Borzi, B., Crowley, H., Onida, M., Meroni, F. and Pinho, R. (2008), "Deriving vulnerability curves using Italian earthquake damage data", Bull. Earthq. Eng., 6(3), 485-504.
DOI
|
31 |
Rota, M., Penna, A. and Magenes, G. (2010), "A methodology for deriving analytical fragility curves for masonry buildings based on stochastic nonlinear analyses", Eng. Struct., 32(5), 1312-1323.
DOI
ScienceOn
|
32 |
Rota, M., Penna, A. and Strobbia, C.L. (2008), "Processing Italian damage data to derive typological fragility curves", Soil Dyn. Earthq. Eng., 28(10-11), 933-947.
DOI
ScienceOn
|