Experimental in-plane behavior of tuff masonry strengthened with cementitious matrix-grid composites

Journal of Composites for Construction

Volumn 10, Issue 3, 2006, Pages 223-233

  Prota, A ^a   Marcari, G ^b   Fabbrocino, G ^b   Manfredi, G ^a   Aldea, C ^c  

^a UNIVERSITY OF NAPLES FEDERICO II   (Italy)

^b UNIVERSITY OF MOLISE   (Italy)

^c Saint Gobain Technical Fabrics   (Canada)

Author keywords

Composite structures; Europe; Historic sites; Italy; Masonry; Restoration; Seismic effects

Indexed keywords

EUROPE; HISTORIC SITES; ITALY; MASONRY;

COMPOSITE MATERIALS; DEFORMATION; RESTORATION; SEISMIC PROSPECTING;

MASONRY CONSTRUCTION;

EID: 33745677440     PISSN: 10900268     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0268(2006)10:3(223)     Document Type: Article

References (28)

1. American Society for Testing Materials (ASTM). (1981). " Standard test method for diagonal tension (shear) in masonry assemblages.. " E 519-81, Philadelphia.
2. American Society for Testing Materials (ASTM). (1993). " Test method for determining tensile properties of geogrids by the single or multi-rib tensile method.. " D6637-01, Philadelphia.
3. CESI-ISM. (2005). " PROGETTO TEMPES: Intepretazione del comportamento sperimentale dinamico del modello n° 1 in scala di un edificio in muratura di tufo.. " Prot. A5057046, Bergamo, Italy (in Italian).
4. Drysdale, R. G., Hamid, A. A., and Baker, L. R. (1994). Masonry structures, behaviour and design, Prentice-Hall, Englewood Cliffs, N.J.
5. Ehsani, M. R., Saadatmanesh, H., and Velazquez-Dimas, J. I. (1999). " Behavior of retrofitted URM walls under simulated earthquake loading.. " J. Compos. Constr., 3 (3), 134-142.
6. European Committee for Standardization (CEN). (2005). " Design of masonry structures-Part 1-1: General rules for buildings-Rules for reinforced and unreinforced masonry: EN 1996-1-1.. " Eurocode 6, Brussels, Belgium.
7. European Committee for Standardization (CEN). (2003). " Design provisions for earthquake resistance of structures-Part 3: Strengthening and repair of buildings, EN 1998-3.. " Eurocode 8, Brussels, Belgium.
8. Evangelista, A., and Pellegrino, A. (1990). " Geotechnical properties of typical Italian rocks.. " Proc., Conf. on Mechanics and Engineering of Rocks, Torino, Italy, Consorzio per la Ricerca e l'Educazione Permanente (in Italian).
9. Federal Emergency Management Association (FEMA). (1997). NEHRP guidelines for the seismic rehabilitation of buildings, FEMA 273, Building Seismic Safety Council, FEMA, Washington, D.C., 257.
10. Grando, S., Valluzzi, M. R., Modena, C., and Tumialan, J. G. (2003). " Shear strengthening of URM clay walls with FRP systems.. " Advancing with composites, 179-186.
11. Gruppo Nazionale per la Difesa dai Terremoti (GNDT). (2000). Censimento di vulnerabilità a campione dell'edilizia corrente dei Centri abitati, nelle regioni Abruzzo, Basilicata, Calabria, Campania, Molise, Puglia e Sicilia. Progetto LSU (in Italian).
12. Magenes, G., and Calvi, G. M. (1997). " In-plane seismic response of brick masonry walls.. " Earthquake Eng. Struct. Dyn., 26, 1091-1112.
13. Manfredi, G., Pecce, M., Marcari, G., and Ceroni, F. (2003). " Experimental and theoretical behaviour of masonry elements externally reinforced with FRP laminates.. " Proc., Int. Conf. Composites in Constructions, Rende (Cs), Italy.
14. Marshall, O. S. (2002). " Test report on CMU wall strengthening technology.. " ERDC/CERL Letter Rep. LR-02-1, United States Army Construction Engineering Research Laboratory.
15. Marshall, O. S., Sweeney, S. C., and Trovillion, J. C. (2000). " Performance testing of fiber-reinforced polymer composite overlays for seismic rehabilitation of unreinforced masonry walls.. " United States Army Construction Engineering Research Laboratory, Champaign, Ill.
16. Neale, K. W. (2000). " FRPs for structural rehabilitation: a survey of recent progress.. " Prog. Struct. Eng. Mater., 2, 133-138.
17. Ordinanza n. 3431. (2005). Ulteriori modifiche ed integrazioni all'ordinanza del Presidente del Consiglio dei Ministri n. 3274 del 20 marzo 2003, recante 'Primi elemnti in materia di criteri generali per la classificazionne sismica del territorio nazionale e di normative tecniche per le costruzioni in zona sismica, Presidenza del Consiglio dei Ministri (in Italian).
18. Pagano, M. (1983). Proposta di normativa per la riqualificazione tecnico-abitativa degli edifici in muratura in zona sismica, Centro Studi per l'Edilizia, Amm.Prov.le di Napoli (in Italian).
19. Tan, K. H., and Patoary, M. K. H. (2004). " Strengthening of masonry walls against out-of plane loads using fiber-reinforced polymer reinforcement.. " J. Compos. Constr., 8 (1), 79-87.
20. Tomazevic, M. (1999). Earthquake-resistant design of masonry buildings, Series on Innovation in Structures and Construction, Vol. 1, Imperial College Press, London.
21. Triantafillou, T. C. (1998). " Strengthening of masonry structures using epoxy-bonded FRP laminates.. " J. Compos. Constr., 2 (2), 96-104.
22. Triantafillou, T. C., and Fardis, M. N. (1997). " Strengthening of historic masonry structures with composites materials.. " Mater. Struct., 30, 486-496.
23. UNI-EN. (1990). " Stones. Determination of the compressive strength.. " UNI-EN 9724-3 (in Italian).
24. UNI-EN. (1992). " Stones. Determination of the elastic modulus.. " UNI-EN 9724-8 (in Italian).
25. UNI-EN. (2000). " Methods of test for mortar for masonry. Bulk sampling of mortars and preparation of test mortars.. " UNI-EN 1015-2 (in Italian).
26. UNI-EN. (2001). " Methods of test for mortar for masonry. Determination of flexural and compressive strength of hardened mortar.. " UNI-EN 1015-11 (in Italian).
27. UNI-EN. (2003). " Methods of test for masonry-Determination of initial shear strength.. " UNI-EN 1052-3 (in Italian).
28. Valluzzi, M. R., Tinazzi, D., and Modena, C. (2002). " Shear behavior of masonry panels strengthened by FRP laminates.. " Constr. Build. Mater., 16, 409-416.