Experiences from the Northern Italy 2004 earthquake: Vulnerability assessment and strengthening of historic churches

Structural Analysis of Historic Construction: Preserving Safety and Significance - Proceedings of the 6th International Conference on Structural Analysis of Historic Construction, SAHC08

Volumn 1, Issue , 2008, Pages 13-24

  Giuriani, Ezio ^a   Marini, Alessandra ^a  

^a UNIVERSITY OF BRESCIA   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

NORTHERN ITALY; SEISMIC VULNERABILITY; STRUCTURAL SOLUTIONS; VULNERABILITY ASSESSMENTS; WOODEN ROOF;

ARCHES; EARTHQUAKES; MAINTENANCE;

STRUCTURAL ANALYSIS;

EID: 77950821894     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (23)

1. Abruzzese, D., Lanni, G. (1999). Some developments on the lateral strength of historical reinforced vaulted buildings. In Structural Studies, Repairs and Maintenance of historical buildings, VIInternational Conference, STREMA, Brebbia and Jager Ed., Dresda.
2. Bruhn E.F. (1973). Analysis and design of flight vehicle structures. Jacobs Publishing Inc.
3. Como, M., Lanni, G., Sacco, E. (1991). Sul calcolo delle catene di rinforzo negli edifici in muratura soggetti ad azione sismica. VII convegno nazionale L'ingegneria sismica in Italia, ANIDIS, Palermo.
4. De Benedectis, R., De Felice, G., Giuffrè, A., (1993). Restauro antisismico di un edificio. In: Giuffrè A., Sicurezza e conservazione dei centri storici: II caso Ortigia, pag. 189-205. Editrice Laterza, Bari.
5. Curti, E., Lemme, A., Podesta, S., Risemini, S. (2006). Criteri di verifica per la progettazione di interventi di miglioramento sismico di edifici monumentali. Ingegne-ria Sismica, Anno XXIII, n. 1 gennaio-aprile.
6. D'Ayala, D. and Speranza, E. (2002). An integrated procedure for the assessment of seismic vulnerability of historic buildings. In Proceedings of the 12th European Conference on Earthquake Engineering, London, Elsevier Science, paper n. 561 (CD-ROM).
7. Doglioni, E, Moretti, A., Petrini, V (1994). Le chiese e il terremoto, Trieste, Edizioni Lint.
8. Gattesco N., Del Piccolo G. (1998). Shear transfer between concrete members and stone masonry wall through driver dowels. European Earthquake Engineering, Vol. 1.
9. Giuffrè, A. (1993). Sicurezza e Conservazione dei centri storici: il caso Ortigia, Bari, Ed. Laterza.
10. Giuriani, E., Cubana, A. (1993). Recupero e consolida-mento di volte in muratura. In Atti dei Colloqui Inter-nazionali Castelli e Citta fortificate,Storia Recupero, Valorizzazione. Palmanova, 24-25 settembre.
11. Giuriani, E., Gubana, A., (1995). Extrados ties for structural restoration of Vault. In Proceedings of the Fourth International Conference on Structural Studies of Historical Buildings Strema 95, Architectural Studies, Materials and Analysis, Vol. 1, Ed. C.A. Brebbia, Wessex Institute of Technology, UK.
12. Giuriani E. (2004). L'organizzazione degli impalcati per gli edifici storici. LEdilizia. Speciale Legno strutturale, N. 134. (In Italian).
13. Giuriani E., Marini A., Porteri C, Preti M. (2007) "Don-dolio degli archi diaframma e vulnerability sismica delle chiese". Technical Report n.7, Universita degli Studi di Brescia.
14. Giuriani E., Marini A., (2008). Wooden roof box structure for the anti-seismic strengthening of historic buildings. Accepted for publication in the International Journal of Architectural Heritage.
15. Giuriani E., Marini A., Porteri C, Preti M. (2008) "Vulnerability of churches associated to transverse arch rocking". Submitted to the International Journal of Architectural Heritage for possible publication.
16. Giuriani E., Marini A., Porteri C, Preti M. (2008) "Vulnerability of churches associated to transverse arch rocking". Submitted to the International Journal of Architectural Heritage for possible publication. (Pubitemid 36848318)
17. Housner, G. W. (1963). The Behaviour Of inverted pendulum structures during earthquakes. Bulletin of the seismological Society of America, 53 (2).
18. Magenes, G., Calvi, G.M. (1997). In-plane seismic response of brick masonry walls. Earthquake engineering and Structural Dynamics, Vol. 26, pp. 1091-1112.
19. Marini A. and Giuriani E. 2006. Transformation of wooden roof pitches into antiseismic shear resistance diaphragms. V International Conference on Structural Analysis of Historical Constructions, November 6-8. New Delhi. MacMillan Ed. ISBN. 10: 1403-93156-9. pp. 445-452.
20. Lagomarsino (1998). A new methodology for the post earthquake investigation of ancient churches. In Proceedings of 11th European Conference on Earthquake Engineering, Balkema, Rotterdam, ISBN 90 5410 982 3.
21. Lagomarsino, S., Brun, S., Giovinazzi, S., Idri, C, Penna, A., Podesta, S., Resemini, S., Rossi, B. (1999). Modelli di calcolo per il miglioramento sismico delle chiese. In Proceedings of 8th Italian Conference on Earthquake Engineering.
22. Lagomarsino, S., Podestà, S., Risemini, S., Curti, E., Parodi, S. (2004). Mechanical models for the seismic vulnerability assessment of churches. In Structural analysis of historical construction (C. Modena, P. B. Lourenco, P. Roca Eds.), Proc. of W Int. Seminar SAHC, Padova, Italy, A. A. Balkema, London (UK), Vol. 2, pp. 1091-1101.
23. Tengattini C.G., Marini A., Giuriani E. (2006). Connessioni a taglio nelle murature. Tecnichal Report 3a.l-UR11-1 RELUIS - Progetto di ricerca N.l - Vulnerability assessment and anti-seismic strengthening of masonry buildings.