Structural aspects of the conservation of historic masonry constructions in seismic areas: Remedial measures and emergency actions

International Journal of Architectural Heritage

Volumn 5, Issue 4-5, 2011, Pages 539-558

  Modena, Claudio ^a   Valluzzi, Maria Rosa ^a   Da Porto, Francesca ^a   Casarin, Filippo ^a  

^a UNIVERSITY OF PADOVA   (Italy)

Author keywords

cultural heritage; emergency intervention; propping; seismic improvement; stone masonry

Indexed keywords

COLLEGE BUILDINGS; EARTHQUAKES; MASONRY MATERIALS;

CULTURAL HERITAGES; EMERGENCY INTERVENTION; PROPPING; SEISMIC IMPROVEMENT; STONE MASONRY;

HISTORIC PRESERVATION;

EID: 79959260021     PISSN: 15583058     EISSN: 15583066     Source Type: Journal    
DOI: 10.1080/15583058.2011.569632     Document Type: Article

References (30)

1. Barbieri, A., A. Borri, M. Corradi, and A. Di Tommaso. 2002. Dynamic behaviour of masonry vaults repaired with FRP: Experimental analysis. In Proceedings of the 6th International Masonry Conference, in London, UK.
2. Baronio, G., L. Binda, and C. Modena. 1992. Criteria and methods for the optional choice of grouts according to the characteristic of masonry. In Proceedings of the International Workshop on the Effectiveness of Injection Techniques for Retrofitting of Stone and Brick Masonry Walls in Seismic Areas. Milan, Italy: Politecnico di Milano.
3. Bellizzi, M., R. Colozza, and M. Dolce M. 2001. Le opere provvisionali nell'emergenza sismica. In Proceedings of the X Convegno ANIDIS L'Ingegneria Sismica in Italia, September 9-13 2001 [in Italian], in Potenza-Matera, Italy.
4. Binda, L., G. Cardani, A. Saisi, and M. R. Valluzzi. 2006. Vulnerability analysis of the historical buildings in seismic area by a multilevel approach. Asian Journal of Civil Engineering 7(4):343-357.
5. Binda, L., L. Gambarotta, S. Lagomarsino, and C. Modena. 1999. A multilevel approach to the damage assessment and seismic improvement of masonry buildings in Italy. In Seismic damage to masonry buildings, ed., A. Bernardini. Rotterdam, Netherlands: Balkema.
6. Borri, A., P. Casadei, G. Castori, and S. Ebaugh. 2007. Research on composite strengthening of masonry arches. In Proceedings of the FRPRCS-8, July 16-18 2007, in Patras, Greece.
7. Corradi M., E. Speranzini, A. Borri, and A. Vignoli. 2006. In-plane shear reinforcement of wood beam floors with FRP. Composites: Part B 37: 310-319.
8. Corradi,M., C. L. Tedeschi, L. Binda, and A. Borri. 2008. Experimental evaluation of shear and compression strength of masonry wall before and after reinforcement: Deep repointing. Construction and Building Materials 22: 463-472.
9. da Porto, F.,M. R. Valluzzi, and C. Modena. 2003. Performance assessment of different consolidation techniques for multi-leaf stone masonry walls. In Proceedings of the International Conference on the Performance of Construction Materials in the New Millennium, February 17-20, 2003, in Cairo, Egypt, vol. I, 403-412.
10. Dolce, M., D. Liberatore, C. Moroni, G. Perillo, G. Spera, and A. Cacosso. 2002. OPUS: Manuale delle Opere Provvisionali Urgenti Post-Sisma. http://postterremoto.altervista.org/index.php (accessed May 9, 2010).
11. Mazzon, N., M. R. Valluzzi, T. Aoki, E. Garbin, G. De Canio, N. Ranieri, and C. Modena. 2009. Shaking table tests on two multi-leaf stone masonry buildings. In Proceedings of the 11th Canadian Masonry Symposium, May 31-June 3, 2009, in Toronto, Canada.
12. Modena, C., and Bettio, C. 1994. Experimental characterization and modeling of injected and jacketed masonry walls. In Proceedings of the Italian-French Symposium on Strengthening and Repair of Structures in Seismic Area, October 1994, in Nizza, Italy, 273-282.
13. Modena, C., M. R. Valluzzi, E. Garbin, and F. da Porto. 2004. A strengthening technique for timber floors using traditional materials. In Proceedings of SAHC2004: IV International Seminar on Structural Analysis of Historical Constructions-Possibilities of Experimental and Numerical Techniques, November 10-13, 2004. Padova, Italy: Balkema, vol. II, 911-921.
14. Modena, C., M. R. Valluzzi, F. da Porto, F. Casarin,M.Munari, N.Mazzon, andM. Panizza, 2008. Assessment and improvement of the seismic safety of historic constructions: research and applications in Italy. In Proceedings of the I Congreso Iberoamericano sobre Construcciones Históricas y Estructuras de Mampostería, July 30-August 1, 2008, in Bucaramanga, Columbia.
15. Oliveira, D. V., and P. B. Lourenço. 2004. Repair of stone masonry arch bridges. In Proceedings of the Arch Bridges '04, in Barcelona, Spain, 451-458.
16. Parisi, M. A., and M. Piazza, M. 2002a. Seismic behavior and retrofitting of joints in traditional timber roof structures. Soil Dynamics and Earthquake Engineering 22(9-12): 1183-1191.
17. Parisi, M. A., and M. Piazza, M. 2002b. Traditional timber joints in seismic areas: cyclic behaviour, numerical modelling, normative requirements. European Earthquake Engineering 1: 40-49.
18. Penazzi, D., M. R. Valluzzi, G. Cardani, L. Binda, G. Baronio, and C. Modena, 2000. Behavior of historic masonry buildings in seismic areas: Lessons learned from the Umbria-Marche earthquake. In Proceedings of the 2nd IB2MaC, June 25-28, 2000, in Madrid, Spain, vol. I, 217-235.
19. Penazzi, D., M. R. Valluzzi, A. Saisi, L. Binda, and C. Modena. 2001. Repair and strengthening of historic masonry building in seismic area. In Proceedings of the International Millennium Congress: More Than Two Thousand Years in the History of Architecture Safeguarding the Structure of Our Architectural Heritage, Bethlehem, vol. 2, section V.
20. Piazza, M., and L. Candelpergher. 2001. Mechanics of traditional connections with metal devices in timber roof structures. In Proceedings of the 7th International Conference-STREMAH, in Bologna, Italy, 415-424.
21. Tomaževi¡c, M. 1991. The influence of rigidity of floors on the seismic behaviour of old stonemasonry buildings. European Earthquake Engineering 5(3): 28-41.
22. Tomaževi¡c, M., and M. Lutman. 1996. Seismic behaviour of masonry walls: Modelling of hysteretic rules. Journal of Structural Engineering ASCE 122(9):1048-1054.
23. Tomaževi¡c, M., and P. Weiss. 1994. Seismic behaviour of plain and reinforced masonry buildings. Journal of Structural Engineering ASCE 120(2):323-338.
24. Valluzzi, M. R., F. da Porto, and C. Modena. 2003. Structural investigations and strengthening of the civic tower in Vicenza. In Proceedings of Structural Faults & Repair-2003, July 1-3, 2003.
25. Valluzzi,M. R., F. da Porto, and C.Modena. 2004. Behavior and modeling of strengthened three-leaf stone masonry walls. RILEM Materials and Structures 37(267): 184-192.
26. Valluzzi, M. R., M. Valdemarca, and C. Modena. 2001. Behaviour of brick masonry vaults strengthened by FRP laminates. Journal of Composites for Construction ASCE 5(3):163-169.
27. Valluzzi, M. R. 2008. Strengthening of masonry structures with fibre reinforced plastics: From modern conception to historical building preservation. In Proceedings of the VI International Conference on Structural Analysis of Historical Constructions-SAHC08, July 2-4, 2008. Bath, UK: CRC Press (Balkema Group), Volume 1, 33-46.
28. Valluzzi, M. R., E. Garbin, M. Dalla Benetta, and C. Modena. 2008. Experimental assessment and modelling of in-plane behaviour of timber floors. In Proceedings of the VI International Conference on Structural Analysis of Historical Constructions-SAHC08, July 2-4, 2008. Bath, UK: CRC Press (Balkema Group), Volume 2, 755-762.
29. Vintzileou, E., and A. Miltiadou-Fezans. 2008. Mechanical properties of three-leaf stone masonry grouted with ternary or hydraulic lime-based grouts. Engineering Structures 30(8):2265-2276.
30. Vintzileou, E., and T. P. Tassios. 1995. Three leaf stone masonry strengthened by injecting cement grouts. Journal of Structural Engineering ASCE 1995(May):848-856.