A simplified four-branch model for the analytical study of the out-of-plane performance of regular stone URM walls

Engineering Structures

Volumn 83, Issue , 2015, Pages 140-153

  Ferreira, Tiago Miguel ^a   Costa, Alexandre A ^b   Vicente, Romeu ^a   Varum, Humberto ^c  

^a UNIVERSITY OF AVEIRO   (Portugal)

^b INSTITUTO SUPERIOR DE ENGENHARIA DO PORTO   (Portugal)

^c UNIVERSITY OF PORTO   (Portugal)

Author keywords

Four branch model; Out of plane; Regular stone URM; Seismic response; Single degree of freedom

Indexed keywords

COMPUTER SIMULATION; DEGREES OF FREEDOM (MECHANICS); MASONRY CONSTRUCTION; MASONRY MATERIALS; RETAINING WALLS; SEISMIC RESPONSE; SEISMOLOGY; STEEL BEAMS AND GIRDERS; UNCERTAINTY ANALYSIS; WALLS (STRUCTURAL PARTITIONS);

BRANCH MODELS; EPISTEMIC UNCERTAINTIES; EXPERIMENTAL LABORATORY; OUT-OF-PLANE; OUT-OF-PLANE BENDING; REGULAR STONE URM; SINGLE DEGREE OF FREEDOM SYSTEMS; SINGLE-DEGREE-OF-FREEDOM;

ANALYTICAL MODELS;

BENDING; MASONRY; NUMERICAL MODEL; SEISMIC RESPONSE; STRUCTURAL RESPONSE; WALL;

EID: 84911378055     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2014.10.048     Document Type: Article

References (36)

1. Ferreira T.M., Costa A.A., Costa A. Analysis of the out-of-plane seismic behaviour of unreinforced masonry: A literature review. Int J Architect Herit 2014, 0(ja). http://dx.doi.org/10.1080/15583058.2014.88599.
2. Doherty K., Griffith M., Lam N., Wilson J. Displacement-based analysis for out-of-plane bending of seismically loaded unreinforced masonry walls. Earthq Eng Struct Dynam 2002, 31(4):833-850. http://en.scientificcommons.org/52922555.
3. Derakhshan H., Griffith M.C., Ingham J.M. Out-of-plane behavior of one-way unreinforced masonry walls. J Eng Mech 2013, 139(4):409-417.
4. Restrepo-Vélez L. Seismic risk of unreinforced masonry buildings. PhD thesis, ROSE School, University of Pavia, Italy; 2004.
5. Bruneau M. Seismic evaluation of unreinforced masonry buildings - a state-of-the-art report. Can J Civil Eng 1994, 21:512-539.
6. Doherty K. An investigation of the weak links in the seismic load path of unreinforced masonry buildings. PhD thesis, University of Adelaide; 2000.
7. Priestley M. Seismic behaviour of unreinforced masonry walls. Bull New Zealand Natl Soc Earthq Eng 1985, 18(2):191-205.
8. Lam N., Griffith M., Wilson J., Doherty K. Time-history analysis of URM walls in out-of-plane flexure. Eng Struct 2003, 25(6):743-754. http://www.sciencedirect.com/science/article/pii/S0141029602002183.
9. Griffith M., Magenes G., Melis G., Picchi L. Evaluation of out-of-plane stability of unreinforced masonry walls subjected to seismic excitation. J Earthq Eng 2003, 7:141-169. http://cat.inist.fr/?aModele=afficheN&&cpsidt=14910147.
10. Menon A, Magenes G. Out-of-plane seismic response of unreinforced masonry: definition of seismic input. Research report/European School for Advanced Studies in Reduction of Seismic Risk, IUSS Press; 2008.
11. Derakhshan H., Griffith M.C., Ingham J.M. Airbag testing of multi-leaf unreinforced masonry walls subjected to one-way bending. Eng Struct 2013, 57(0):512-522. http://dx.doi.org/10.1016/j.engstruct.2013.10.006. http://www.sciencedirect.com/science/article/pii/S0141029613004665.
12. Housner G. The behavior of inverted pendulum structures during earthquakes. Bull Seismol Soc Am 1963, 53(2):403-417.
13. Priestley M., Evison R., Carr A. Seismic response of structures free to rock on their foundations. Bull New Zealand Natl Soc Earthq Eng 1978, 11(3):141-150.
14. FEMA 356. Prestandard and commentary for the seismic rehabilitation of buildings. Prepared by the American Society of Civil Engineers for the Federal Emergency Agency; 2000.
15. Aslam M., Scalise D., Godden W. Earthquake rocking response of rigid bodies. J Struct Div 1980, 106(2):377-392.
16. Yim C.-S., Chopra A., Penzien J. Rocking response of rigid blocks to earthquakes. Earthq Eng Struct Dynam 1980, 8(6):565-587. http://dx.doi.org/10.1002/eqe.4290080606. 10.1002/eqe.4290080606.
17. Lipscombe P., Pellegrino S. Free rocking of prismatic blocks. J Eng Mech 1993, 119(7):1387-1410.
18. Hogan S. Slender rigid block motion. J Eng Mech 1994, 120(1):11-24.
19. Liberatore D, Spera G. Response of slender blocks subjected to seismic motion of the base: description of the experimental investigation. In: 5th International symposium on computer methods in structural masonry, Rome; 2001. p. 117-24.
20. Zhang J., Makris N. Rocking response of free-standing blocks under cycloidal pulses. J Eng Mech 2001, 127(5):473-483.
21. Makris N., Konstantinidis D. The rocking spectrum and the limitations of practical design methodologies. Earthq Eng Struct Dynam 2003, 32(2):265-289. http://dx.doi.org/10.1002/eqe.223. 10.1002/eqe.223.
22. Sorrentino L., Kunnath S., Monti G., Scalora G. Seismically induced one-sided rocking response of unreinforced masonry façades. Eng Struct 2008, 30(8):2140-2153. http://dx.doi.org/10.1016/j.engstruct.2007.02.021,http://www.sciencedirect.com/science/article/pii/S0141029607000995.
23. Shawa O.A., De Felice G., Mauro A., Sorrentino L. Out-of-plane seismic behaviour of rocking masonry walls. Earthq Eng Struct Dynam 2012, 41(5):949-968. http://dx.doi.org/10.1002/eqe.1168. 10.1002/eqe.1168.
24. Priestley MJN, Paulay T. Seismic design of reinforced concrete and masonry buildings; 1992.
25. Consiglio Superiore dei lavori Pubblici. Instructions 2009, Circolare esplicativa, n. 617. Tech. rep., Italia (in Italian); 2009.
26. Augenti N, Parisi F, Acconcia E. MADA: online experimental database for mechanical modelling of existing masonry assemblages. In: Proceedings of the 15th world conference on earthquake engineering, Lisbon, Portugal (CD-ROM); 2012.
27. Vicente R, Ferreira TM, da Silva JAR, Varum H. In situ flat-jack testing of traditional masonry walls: case study of the Old City Centre of Coimbra, Portugal. Int J Architect Herit 0 (ja). http://www.tandfonline.com/doi/abs/10.1080/15583058.2013.855840.
28. Costa A, Arêde A, Costa AA, Ferreira TM, Gomes A, Varum H. Experimental study of the out-of-plane behaviour of unreinforced sacco stone masonry walls: Comparative analysis of two different test setups. In: 9th International masonry conference - 9IMC, Paper ID: 1467, 7-9 July, Guimarães, Portugal; 2014.
29. De Felice G. Out-of-plane seismic capacity of masonry depending on wall section morphology. Int J Architect Herit 2011, 5(4-5):466-482. http://www.tandfonline.com/doi/abs/10.1080/15583058.2010.530339. 10.1080/15583058.2010.530339.
30. Giuffrè A. Letture sulla meccanica delle murature storiche.
31. Giuffrè A. A mechanical model for statics and dynamics of historical masonry buildings. Protection of the architectural heritage against earthquakes, CISM courses and lectures no. 359; 1996. p. 71-152.
32. Doglioni F, Mirabella R. Valutazione speditiva della vulnerabilit{à} sismica di murature in pietra: un caso studio. LIngegneria sismica in Italia, atti dell XI Convegno dellassociazione nazionale italiana di ingegneria sismica; 2004. p. 12.
33. Derakhshan H, Ingham J. Out-of-plane testing of an unreinforced masonry wall subjected to one-way bending. In: Australian earthquake engineering conference, AEES 2008; 2008. http://www.aees.org.au/Proceedings/2008_Papers/24_Derakhshan.pdf.
34. Costa A, Costa AA, Arêde A, Garcia F, Ferreira T, Varum H. Out-of-plane in situ cyclic testing of unreinforced stone masonry walls with distributed loads. In: 15th IB2MaC, international brick and block masonry conference.
35. Ferreira T, Vicente R, Varum H, Costa A, Costa AA. Out-of-plane seismic response of stone masonry walls: experimental and analytical study of real piers. In: Proc. of the 15th world conference on earthquake engineering, Lisbon, Portugal (CD-ROM); 2012.
36. OPCM 3431. Ordinance of the Prime Minister: further changes and upgrade to the OPCM 3274/2003; 2003.