Out-of-plane behaviour of a full scale stone masonry façade. Part 1: Specimen and ground motion selection

Earthquake Engineering and Structural Dynamics

Volumn 42, Issue 14, 2013, Pages 2081-2095

  Costa, Alexandre A ^a   Arêde, António ^a   Campos Costa, Alfredo ^b   Penna, Andrea ^c   Costa, Aníbal ^d  

^a UNIVERSITY OF PORTO   (Portugal)

^b NATIONAL LABORATORY FOR CIVIL ENGINEERING   (Portugal)

^c UNIVERSITY OF PAVIA   (Italy)

^d UNIVERSITY OF AVEIRO   (Portugal)

Author keywords

Full scale; Ground motion selection; Masonry; Out of plane; Rocking; Shaking table

Indexed keywords

DATA PROCESSING; GRAPHIC METHODS; MASONRY MATERIALS; STRUCTURAL ANALYSIS;

FULL-SCALE; GROUND MOTION SELECTIONS; MASONRY; OUT-OF-PLANE; ROCKING; SHAKING TABLES;

EARTHQUAKE EFFECTS;

DATA INTERPRETATION; EARTHQUAKE DAMAGE; EARTHQUAKE EVENT; GROUND MOTION; MASONRY; PEAK ACCELERATION; ROCK BLOCK; SHAKING TABLE TEST; STRUCTURAL RESPONSE;

AZORES; PORTUGAL;

EID: 84885471862     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.2313     Document Type: Article

References (27)

1. Dizhur D, Ismail N, Knox C, Ingham JM. Performance of unreinforced and retrofitted masonry buildings during the 2010 Darfield earthquake. Bulletin New Zaland National Society for Earthquake Engineering 2010; 43(4):321-339.
2. Mouzakis HP, Psycharis IN, Papastamatiou DY, Carydis PG, Papantonopoulos C, Zambas C. Experimental investigation of the earthquake response of a model of a marble classical column. Earthquake Engineering and Structural Dynamics 2002; 31(9):1681-1698. 10.1002/eqe.184
3. Costley AC, Abrams D. Dynamic response of unreinforced masonry buildings with flexible diaphragms, in NCEER technical report. Urbana-Champaign. pp. 324, 1995.
4. Benedetti D, Carydis P, Pezzoli P. Shaking table tests on 24 simple masonry buildings. Earthquake Engineering and Structural Dynamics 1998; 27(1):67-90. 10.1002/(SICI)1096-9845(199801)27:1<67::AID-EQE719>3.0.CO;2-K
5. Tomazevic M, Lutman M, Weiss P. Seismic upgrading of old brick-masonry urban houses: tying of walls with steel ties. Earthquake Spectra 1996; 12(3):599-622. 10.1193/1.1585898
6. Griffith MC, Lam N, Wilson J, Doherty K. Experimental investigation of unreinforced brick masonry walls in flexure. Journal of Structural Engineering 2004; 130(3): 423-432. 10.1061/(ASCE)0733-9445(2004)130:3(423)
7. Dolce M, Ponzo FC, Goretti A, Moroni C, Nigro D. 3D dynamic tests on 2/3 scale masonry buildings upgraded with different systems, in 14th World Conference on Earthquake Engineering: Beijing, China, 2008.
8. Tomaževič M, Weiss P. Displacement capacity of masonry buildings as a basis for the assessment of behavior factor: an experimental study. Bulletin of Earthquake Engineering 2010; 8(6):1267-1294. 10.1007/s10518-010-9181-y
9. Bothara JK, Dhakal RP, Mander JB. Seismic performance of an unreinforced masonry building: an experimental investigation. Earthquake Engineering and Structural Dynamics 2010; 39(1):45-68. 10.1002/eqe.932
10. Juhásová E, Sofronie R, Bairrão R. Stone masonry in historical buildings-ways to increase their resistance and durability. Engineering Structures 2007; 30(8):2194-2205. 10.1016/j.engstruct.2007.07.008
11. Magenes G, Penna A, Galasco A. A full-scale shaking table test on a two-storey stone masonry building. in 14th European Conference on Earthquake Engineering. Ohrid, Macedonia, 2010.
12. Al Shawa O, de Felice G, Mauro A, Sorrentino L. Out-of-plane seismic behaviour of rocking masonry walls. Earthquake Engineering and Structural Dynamics 2012; 41(5):949-968. 10.1002/eqe.1168
13. Costa AA, Arêde A, Campos Costa A, Penna A, Costa A. Out-of-plane behaviour of a full scale stone masonry façade. Part 2: Shaking table tests. Earthquake Engineering and Structural Dynamics 2013.
14. Meyer P, Ochsendorf JA, Germaine J, Kausel E. Impact of high-frequency/low-energy seismic waves on unreinforced masonry. Earthquake Spectra 2007; 23(1):77-94.
15. Costa AA, Arêde A, Costa A, Oliveira CS. In-situ cyclic tests on existing stone masonry walls and strengthening solutions. Earthquake Engineering and Structural Dynamics 2011; 40(4):449-471. 10.1002/eqe.1046
16. Velosa AL, Veiga R. The use of pozzolans as additives in lime mortars for employment in building rehabilitation. In structural analysis of historical constructions. Guimarães, Portugal, 2001.
17. Sorrentino L, Masiani R. Risposta fuori del piano di pareti murarie, libere e vincolate in sommità, a segnali naturali. in 12th National Conference " l'Ingegneria Sismica in Italia". Pisa, Italy, 2007.
18. Liberatore D, Santansiero D. Oscillazioni di blocchi snelli sotto azione sismica: effeti del coefficiente di restituzione e della monolateralità. in ANIDIS 2009 - XIII Convegno di Ingegneria Sismica in Italia. Bologna, Italy, 2009.
19. Aslam M, Godden WG, Scalise DT. Earthquake rocking response of rigid bodies. Journal of the Structural Division 1980; 106(2):377-392.
20. Housner GW. The behaviour of the inverted pendulum structures during earthquakes. Bulletin of the Seismological Society of America 1963; 53(2):403-417.
21. Makris N, Roussos Y. Rocking response of rigid blocks under near-source ground motions. Geotechnique 2000; 50(3):243-262. 10.1680/geot.2000.50.3.243
22. Sorrentino L, Masiani R, Decanini LD. Overturning of rocking rigid bodies under transient ground motions. Structural Engineering and Mechanics 2006; 22(3):293-310.
23. Lagomarsino S. A new methodology for the post-earthquake investigation of ancient churches. in 11th European Conference on Earthquake Engineering. Paris, France: Balkema, 1998.
24. D'Ayala D, Speranza E. Definition of collapse mechanisms and seismic vulnerability of historic masonry buildings. Earthquake Spectra 2003; 19(3):479-509. 10.1193/1.1599896
25. MSC. ADAMS - automatic dynamic analysis of mechanical systems. MSC Software Corporation, 2012.
26. Costa A. Determination of mechanical properties of traditional masonry walls in dwellings of Faial island, Azores. Earthquake Engineering and Structural Dynamics 2002; 37(7):1361-1382. 10.1002/eqe.167
27. Vasconcelos G, Lourenço PB. Experimental characterization of stone masonry in shear and compression. Construction and Building Materials 2009; 23(11):3337-3345. 10.1016/j.conbuildmat.2009.06.045