Experimental testing, numerical modelling and seismic strengthening of traditional stone masonry: Comprehensive study of a real Azorian pier

Bulletin of Earthquake Engineering

Volumn 10, Issue 1, 2012, Pages 135-159

  Costa, Alexandre A ^a   Arêde, António ^a   Costa, Aníbal ^b   Guedes, João ^a   Silva, Bruno ^a  

^a UNIVERSITY OF PORTO   (Portugal)

^b UNIVERSITY OF AVEIRO   (Portugal)

Author keywords

Experimental test; In plane behaviour; Numerical modelling; Stone masonry; Strengthening

Indexed keywords

NUMERICAL MODELS; PIERS; SEISMOLOGY; STRENGTHENING (METAL);

3-D FINITE ELEMENTS; BUILDING TECHNIQUES; EXPERIMENTAL TEST; EXPERIMENTAL TESTING; IN-PLANE BEHAVIOUR; NUMERICAL STRATEGIES; SEISMIC STRENGTHENING; STONE MASONRY;

MASONRY MATERIALS;

BUILDING; CALIBRATION; GEOMETRY; INFILL; MASONRY; NUMERICAL MODEL; PIER; RESEARCH; SEISMICITY;

EID: 84896318499     PISSN: 1570761X     EISSN: 15731456     Source Type: Journal    
DOI: 10.1007/s10518-010-9209-3     Document Type: Article

References (34)

1. Abrams D (1996) Effects of scale and loading rate with tests of concrete andmasonry structures. Earthq Spectr 12(1):13-28. http://dx.doi.org/10.1193/1.1585866
2. Almeida C (2000) Análise do Comportamento da Igreja do Mosteiro da Serra do pilar sob a Acção dos Sismos. MScDissertation. Faculdade de Engenharia daUniversidade do Porto. Available viaNCREP/FEUP. http://ncrep.fe.up.pt/
3. Arêde A (2008) In situ testing of the out-of-plane capacity of traditional stone masonry walls. International Seminar on Seismic Risk and Rehabilitation, Faial, Azores, Portugal
4. Arêde A, Costa A, Costa AA, Oliveira CS, Neves F (2008) Experimental in-situ testing of typical masonry constructions of Faial Island-Azores. In: 14th world conference on earthquake engineering. Beijing, China
5. Betti M, Vignoli A (2008) Modelling and analysis of a romanesque church under earthquake loading: assessment of seismic resistance. Eng Struct 30:352-367. http://dx.doi.org/10.1016/j.engstruct.2007.03.027
6. Casolo S, Peña F (2007) Rigid element model for in-plane dynamics of masonry walls considering hysteretic behaviour and damage. Earthq Eng Struct Dyn 36:1029-1048. http://dx.doi.org/10.1002/eqe.670
7. Cavicchi A, Gambarotta L (2005) Collapse analysis of masonry bridges taking into account arch-infill interaction. Eng Struct 27:605-615. http://dx.doi.org/10.1016/j.engstruct.2004.12.002
8. CEA (2003) Manuel dútilisation de Cast3 m, Saclay: Commissariat à l'Énergie Atomique. Available via CEA. www.cast3m.cea.fr
9. CEN (2005) Eurocode 8: design of structures for earthquake resistance, part 1: general rules, seismic actions and rules for buildings. Brussels, Belgium
10. Corradi M, Tedeschi C, Binda L, Borri A (2008) Experimental evaluation of shear and compression strength of masonry wall before and after reinforcement: deep repointing. Constr Bldg Mat 22:463-472. http:// dx.doi.org/10.1016/j.conbuildmat.2006.11.021
11. Costa A (2002) Determination of mechanical properties of traditional masonry walls in dwellings of Faial Island. Azores Earthq Eng Struct Dyn 37:1361-1382. http://dx.doi.org/10.1002/eqe.167
12. Costa A, Arêde A (2006) Strengthening of structures damaged by the Azores earthquake of 1998. Constr Bldg Mat 20:252-268. http://dx.doi.org/10.1016/j.conbuildmat.2005.08.029
13. Costa AA (2007) Experimental testing of lateral capacity of masonry piers. An application to seismic assessment of AAC masonry buildings 2007. MSc Dissertation. European school for advanced studies in reduction of seismic risk (ROSE School)
14. Cundall PA (1988) Formulation of a three-dimensional distinct element model-part I: a scheme to detect and represent contacts in a system composed of many polyhedral blocks. Int J Rock Mech Min Sci 25:107-116. http://dx.doi.org/10.1016/0148-9062(88)92293-0
15. Drucker DC, Prager W (1952) Soil mechanics and plastic analysis or limit design. Quart Appl Math 10: 157-165
16. Duchesne A, RaepsaetX (1997) Un modèle Élasto-plastique deCASTEM2000 utilisable pour la modélisation du comportement mécanique d'Un lit de particules. JRC, Ispra
17. Gambarotta L, Lagomarsino S (1996) On dynamic response of masonry panels. In: National conference "Masonry Mechanics Between Theory and Pratice". Messina, Italy
18. Gambarotta L, Lagomarsino S (1997) Damage models for the seismic response of brick masonry shear walls. Part II: the continuum model and its applications. Earthq Eng Struct Dyn 26:441-463. http://dx.doi.org/ 10.1002/(SICI)1096-9845(199704)26:4<441::AID-EQE651>3.0.CO;2-0
19. INE (2002) Censos 2001. Lisboa
20. Juhásová E, Sofronie R, Bairrão R (2007) Stone masonry in historical buildings-ways to increase their resistance and durability. Eng Struct 30:2194-2205. http://dx.doi.org/10.1016/j.engstruct.2007.07.008
21. Lemos JV (2007) Discrete element modeling of masonry structures. Int J Arch Herit 1(2):190-213. http://dx. doi.org/10.1080/15583050601176868
22. Lourenço PB (1996) Computational strategies for masonry structures. PhD Dissertation. Delft University of Technology
23. Magenes G, Della Fontana A (1998) Simplified non-linear seismic analysis of masonry buildings. In: 5th international masonry conference. London
24. Magenes G., Galasco A., Penna A (2009) Caratterizzazione meccanica di una muratura in pietra. In: ANIDIS 2009-XIII convegno di ingegneria sismica in Italia. Bologna, Italy
25. MilaniG, Lourenço PB, Tralli A (2006) Homogenization approach for the limit analysis of out-of-plane loaded masonrywalls. Struct Eng 132(10):1650-1663. http://dx.doi.org/10.1061/(ASCE)0733-9445(2006)132: 10(1650)
26. Neves F, Vicente RS, Costa A, Oliveira CS (2008) Seismic vulnerability assessment of the buildings in Faial Island, Azores. International seminar on seismic risk and rehabilitation, Faial, Azores, Portugal
27. Oliveira CS, Malheiro AM (1999) The Faial, Pico, São Jorge Azores Earthquake of July 9, 1998. LNEC, Lisbon
28. OPCM no. 3274 (2005) Primi elementi in materiali di criteri generali per la classificazione sismica del territorio nazionale e di normative tecniche per le costruzioni in zona sísmica, come modificato dall'OPCM 3431 del 3/5/05
29. Page AW (1978) Finite element model for masonry. J Struct Div (ASCE) 104(88):1267-1285
30. Paulson TJ, Abrams DP (1990) Correlation between static and dynamic response ofmodelmasonry structures. Earthq Spectra 6(3):573-592. http://dx.doi.org/10.1193/1.1585587
31. Penazzi D, Valluzzi MR, Saisi A, Binda L, Modena C (2001) Repair and strengthening of historic masonry buildings in seismic areas. In: Archi 2000. Paris, France, ICOMOS
32. Pegon P, Pinto AV (1996) Seismic study of monumental structures-structural analysis, modelling and definition of experimental model. JRC, Ispra
33. Sorrentino L, Kunnath S, Monti G, Scalora G (2008) Seismically induced one-sided rocking response of unreinforced masonry façades. Eng Struct 30:2140-2153. http://dx.doi.org/10.1016/j.engstruct.2007.02.021
34. Valluzzi MR, da Porto F, Modena C (2001) Behaviour of multi-leaf stone masonry walls strengthened by different intervention techniques. In: Structural analysis of historical constructions. Guimarães, Portugal