Force and displacement based vulnerability assessment for traditional buildings

Bulletin of Earthquake Engineering

Volumn 3, Issue 3, 2005, Pages 235-265

  D'ayala, Dina F ^a  

^a University of Bath   (United Kingdom)

Author keywords

Damage scenarios; Fragility curves; Historic buildings; Oriel fa ades

Indexed keywords

EID: 27844482950     PISSN: 1570761X     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10518-005-1239-x     Document Type: Article

References (45)

1. Ambraseys, N.N. and Finkel, C.F. (1991) Long-term seismicity of Istanbul and the Marmara sea Region. Terra Nova, 3.
2. Ansal, A. (ed.) (2003). Earthquake Master Plan for Istanbul, Metropolitan Municipality of Istanbul.
3. Aydinoglu, M.N. and Kaçmaz, Ü. (2002) Strength-based displacement amplification spectra for inelastic seismic performance evaluation, Boǧaziçi University, Kandilli Observatory And Earthquake Research Institute (Koeri), Department of Earthquake Engineering Report No. 2002/2.
4. Baggio, C. and Carocci, C. (2000) Valutazione della qualitä meccanica delle murature. In: La Vulnerabilità degli edifia: valutazione a scala nazionale della vulnerabilità sismica degli edifici ordinari. Pubblicazione GNDT-CNR, a cura di A. Bernardini.
5. Benedetti, D., Carydis, P. and Pezzoli, P. (1998) Shaking table tests on 24 simple masonry buildings. Earthquake Engineering & Structural Dynamics 27(1), 67-90.
6. Bernardini, A. and Modena, C. (1986) The vulnerability of masonry buildings typologies in a seismic area. In: Proceedings of the 8th European Conference on Earthquake Engineering, Lisbon, pp. 2.3/57-62.
7. Booth, E., Bird, J. and Spence, R. (2004) Building Vulnerability Assessment Using Pushover Methods - A Turkish Case Study. In: International Workshop on Performance Based Seismic Design, Bled, Slovenia.
8. Braga, F., Dolce, M. and Liberatore, O. (1982) A statistical study on damaged buildings review of the MSK-76 scale. In: Proceedings of the Conference of the European Association of Earthquake Engineering, Athens. Building Seismic Safety Council.
9. BSSC (2000) Prestandard and Commentary for the Seismic Rehabilitation of Buildings, FEMA-356, Federal Emergency Management Agency, Washington, D.C.
10. Calvi, G.M. (1999) A displacement-based approach for vulnerability evaluation of classes of buildings. Journal of Earthquake Engineering 3(3), 411-438.
11. Ceradini, V. (1992) Modellazione, sperimentazione per lo studio della struttura muraria storica. Doctoral thesis, Università di Roma "La Sapienza", Facoltä di Architettura.
12. Cuesta, I., Aschheim, M. and Fajfar, P. (2003) Simplified R-factor relationships for strong ground motions. Earthquake Spectra 19(1), 25-45
13. D'Ayala, D. (1999) Correlation of seismic vulnerability and damage between classes of buildings: churches and houses. In: Measures of Seismic Damage to Masonry Buildings, pp. 41-58. Balkema.
14. D'Ayala, D. (2000) Establishing correlation between vulnerability and damage survey for churches. 12th World Conference on Earthquake Engineering, paper no. 2237. New Zealand.
15. D'Ayala, D. and Speranza, E. (2001) A procedure for evaluating the seismic vulnerability of historic buildings at Urban scale based on mechanical parameters. In: Second International Congress on Studies in Ancient Structures, Istanbul 2001, pp. 477-488.
16. D'Ayala, D. and Speranza, E. (2002) An integrated procedure for the assessment of seismic vulnerability of historic buildings. In: 12th European Conference on Earthquake Engineering, paper no. 561.
17. D'Ayala, D. and Speranza, E. (2003) Definition of collapse mechanisms and seismic vulnerability of masonry structures, Earthquake Spectra 19(3), 479-509.
18. D'Ayala, D. and Yeomans, D. (2004) Assessing the seismic vulnerability of late Ottoman Buildings in Istanbul, In: International Seminar on Structural Analysis of Historical Construction, Padova 2004, pp. 1111-1119.
19. D'Ayala, D., Spence, R., Oliveira, C. and Pomonis, A. (1997) Earthquake loss estimation for Europe's historic town centers. Earthquake Spectra 13(4), 773-792.
20. Dolce, M., Masi, A., Marino, M. and Vona, M. (2003) Earthquake Damage Scenario of the Building Stock of Potenza (Southern Italy) Including Site Effects. Bulletin of Earthquake Engineering 1, 115-140.
21. Erdik, M. (Ed.) 2003. Earthquake Risk Assessment for The Istanbul Metropolitan Area, Final Report. Bogazici University.
22. Erdik, M., Aydýnoglu, N. (2003) Earthquake vulnerability of buildings in Turkey. In: Third International Symposium on Integrated Disaster Risk Management (IDRM-2003) Kyoto, Japan, 3-5 July, 2003.
23. European Committee for Standardisation (ECS) (2002) Design of Structures for Earthquake Resistance, Part 1: General Rules, Seismic Actions and Rules for Buildings, Draft no. 5, Eurocode 8.
24. Faccioli, E., Pessina, V., Calvi, G.M. and Borzi, B. (1999) A study on damage scenarios for residential buildings in Catania city, Journal of Seismology 3(3).
25. Fajfar, P. (2000) A nonlinear analysis method for performance-based seismic design. Earthquake Spectra 16(3), 573-592.
26. Giovinazzi, S. and Lagomarsino, S. (2003) Seismic Risk Analysis: a method for the vulnerability assessment of built-up areas. In: European Safety and Reliability Conference ESREL 2003, Maastricht, Vol. 1, pp. 671-679.
27. Giuffrè, A. (1991) Letture sulla meccanica delle murature storiche. Kappa Ed., Rome. Giuffrè, A. (1993) Sicurezza e conservazione dei centri storici. II caso di Ortigia, Bari, Italy.
28. Goretti, A. and Di Pasquale, G. (2002) An Overview of post-earthquake damage assessment in Italy. In: EERI Invitational Workshop An Action Plan to Develop Earthquake Damage and Loss Protocols, Pasadena California.
29. Grünthal, G. (Ed.) (1998) European macroseismic Scale 1998, Conseil de L'Europe, Luxembourg.
30. Guagenti, E. and Petrinim, V. (1989) II caso delle vecchie costruzioni: verso una nuova legge danni-intensita'. In: Atti IV Convegno Nazionale di Ingeneria Sismica, Milano, Vol. I, 145-153.
31. Gulkan, P. and Sozen, M.A. (1999) Procedure for Determining Seismic Vulnerability of Building Structures, ACI Structural Journal 96(3), 336-342.
32. HAZUS (1999) Earthquake Loss Estimation Methodology. Technical Manual. RMS, NIBS, FEMA.
33. Jeong, S. and Elnashai, A. (2004) Parameterized Vulnerability Functions For As-Built And Retrofitted Structures. In: International Workshop on Performance Based Seismic Design, Bled, Slovenia.
34. Kircher, C., Nassar, A., Kustu, O. and Holmes, W. (1997) Development of building damage functions for earthquake loss estimation. Earthquake Spectra 13, 663-682.
35. Lang, K. and Bachmann, H. (2004) On the seismic vulnerability of existing buildings: a case study of the city of Basel. Earthquake Spectra 20(1), 43-66.
36. Rossetto, T. and Elnashai, A. (2003) Derivation of vulnerability functions for European-type RC structures based on observational data. Engineering Structures 25(10), 1241-1263.
37. Spence, R., Cobourn, A., Sakai, S. and Pominis, A. (1991) A parameterless scale of seismic intensity for use in seismic risk analysis and vulnerability assessment. In: Saced (Ed.) Earthquake, Blast and Impact: Measurement and Effects of Vibration. Elsevier Applied Science, Amsterdam.
38. Spence, R. and Coburn, A. (1992) Strengthening buildings of stone masonry to resist earthquakes. Meccanica 27, 213-221. Kluwer Academic Publisher.
39. Spence, R. Bommer, J., del Re, D., Bird, J., Aydinoglu, N. and Tabuchi, S. (2003) Comparing loss estimation with observed damage: A study of the 1999 kocaeli earthquake in Turkey. Bulletin of Earthquake Engineering 1(1), 83-113.
40. Speranza, E. (2003) An integrated method for the assessment of the seismic vulnerability of historic buildings. PhD thesis, University of Bath, UK.
41. Stoquart, R. and Caglar, N. (Eds.) (1998) Rehabilitation des quartiers de Balat and de Fener, Diagnostic et proposition d'amenagement. Union Europeenne, UNESCO.
42. Tomazevic, M. and Anicic, D. (1989) Research, technology and practice in evaluating, strengthening, and retrofitting masonry buildings: some Yugoslavian experiences, In: Proceedings of and International Seminar on Evaluating, Strengthening, and retrofitting Masonry Buildings. October, Arlington, Texas.
43. Togrol, E. (2001) Golden Horn, a historical survey of geotechnical investigations, In: Proceeding of 15th ISSMGE-Istanbul 2001, pp. 2445-2470.
44. Vidic, T., Fajfar, P. and Fischinger M. (1994) Consistent inelastic design spectra: strength and displacement. Earthquake Engineering and Structural Dynamics 23, 507-521.
45. Wald, D.J., Quitoriano, V., Heaton, T.H. and Kanamori, H. (1999) Relationships between peak ground acceleration, peak ground velocity and modified mercalli intensity in California. Earthquake Spectra 15(3), 557-564.