TREMURI program: An equivalent frame model for the nonlinear seismic analysis of masonry buildings
Tóm tắt
Từ khóa
Tài liệu tham khảo
Fajfar, 1999, Capacity spectrum method based on inelastic spectra, Earthquake Eng Struct Dyn, 28, 979, 10.1002/(SICI)1096-9845(199909)28:9<979::AID-EQE850>3.0.CO;2-1
Freeman SA. The capacity spectrum method as a tool for seismic design. In: Proc. 11th European conference of earthquake engineering, Paris, France; 1998.
Magenes G. A method for pushover analysis in seismic assessment of masonry buildings. In: Proc. 12th WCEE, Auckland, New Zealand; 2000.
Roca, 2005, Strength capacity of masonry wall structures by the equivalent frame method, J Struct Eng ASCE, 131, 1601, 10.1061/(ASCE)0733-9445(2005)131:10(1601)
EN 1998-1. Eurocode 8. Design provisions for earthquake resistance of structures. Part 1-1: General rules – seismic actions and general requirements for structures. CEN, Brussels, Belgium; 2004.
NTC 2008. Decreto Ministeriale 14/1/2008. Norme tecniche per le costruzioni. Ministry of Infrastructures and Transportations. G.U. S.O. n.30 on 4/2/2008; 2008 [in Italian].
Galasco A, Lagomarsino S, Penna A, Resemini S. Non-linear seismic analysis of masonry structures. In: Proc. 13th world conference on earthquake engineering, Vancouver, Canada; 2004 [paper n. 843].
Lagomarsino S, Penna A, Galasco A, Cattari S. TREMURI program: Seismic Analyses of 3D Masonry Buildings, Release 2.0, University of Genoa, Italy; 2012 [mailto: [email protected]].
STADATA. 3Muri Program, Release 5.0.4; 2012 [www.3muri.com].
Tomaževič, 1987, Dynamic modelling of masonry buildings: storey mechanism model as a simple alternative, Earthquake Eng Struct Dyn, 15, 731, 10.1002/eqe.4290150606
Applied Technology Council (ATC). Evaluation of earthquake damaged concrete and masonry wall buildings. Basic procedures manual, FEMA 306, Redwood City, CA; 1998.
Applied Technology Council (ATC). Pre-standard and commentary for the seismic rehabilitation of buildings, FEMA 356, Washington DC; 2000.
Tomaževič M. The computer program POR, Report ZRMK, Ljubljana, Slovenia; 1978 [in Slovenian].
Braga F, Dolce M. A method for the analysis of antiseismic multi-storey masonry buildings. In: Proc. 6th I.B.Ma.C., Rome, Italy; 1982. p. 1088–99 (in Italian).
Cattari S, Lagomarsino S. Modelling the seismic response of unreinforced existing masonry buildings: a critical review of some models proposed by codes. In: Proc. 11th Canadian masonry symposium, Toronto, Ontario; 2009.
Grande, 2011, A beam finite element for nonlinear analysis of masonry elements with or without fiber-reinforced plastic (FRP) reinforcements, Int J Architectural Heritage, 5, 693, 10.1080/15583058.2010.490616
Magenes, 1998, Simplified non-linear seismic analysis of masonry buildings, Proc Brit Masonry Soc, 1998, 190
Lagomarsino S, Galasco A, Penna A. Non linear macro-element dynamic analysis of masonry buildings. In: Proc. ECCOMAS thematic conference on computational methods in structural dynamics and earthquake engineering (COMPDYN), Crete, Greece; 2007.
Kappos, 2002, Evaluation of simplified models for lateral load analysis of unreinforced masonry buildings, J Struct Eng ASCE, 128, 890, 10.1061/(ASCE)0733-9445(2002)128:7(890)
Salonikos, 2003, Comparative inelastic pushover analysis of masonry frames, Eng Struct, 25, 1515, 10.1016/S0141-0296(03)00118-4
Belmouden, 2009, An equivalent frame model for seismic analyis of masonry and reinforced concrete buildings, Constru Build Mater, 23, 40, 10.1016/j.conbuildmat.2007.10.023
Pasticier, 2008, Non-linear seismic analysis and vulnerability evaluation of a masonry building by means of the SAP2000 V. 10 code, Earthquake Eng Struct Dyn, 37, 467, 10.1002/eqe.770
Gambarotta L, Lagomarsino S. On the dynamic response of masonry panels. In: Proc. national conference “masonry mechanics between theory and practice”, Messina, Italy; 1996 [in Italian].
Brencich A, Lagomarsino S. A macro-elements dynamic model for masonry shear walls. In: Proc. 4th Int. symp. computer methods in structural masonry (STRUMAS IV), Pratolino, Italy: 1997. E&FN Spoon, London; 1998. p. 67–75.
Penna A. A macro-element procedure for the non-linear dynamic analysis of masonry buildings. Ph.D. Thesis, Polytechnic of Milan, Italy; 2002 [in Italian].
Penna, 2013, A nonlinear macro-element model for the seismic analysis of masonry buildings, Earthquake Eng Struct Dyn
Dolce, 1991, Schematizzazione e modellazione degli edifici in muratura soggetti ad azioni sismiche, L’Industria delle Costruzioni, 25, 44
Yi, 2006, Lateral load tests on a two-story unreinforced masonry building, J Struct Eng ASCE, 132, 643, 10.1061/(ASCE)0733-9445(2006)132:5(643)
Cattari, 2013, Seismic assessment of mixed masonry–reinforced concrete buildings by non-linear static analyses, Earthquake Struct, 4, 10.12989/eas.2013.4.3.241
EN 1998-3. Eurocode 8, Design of structures for earthquake resistance. Part 3: Assessment and retrofitting of buildings, CEN, Brussels, Belgium; 2005.
ASCE/SEI 41/06. Seismic Rehabilitation of Existing Buildings. American Society of Civil Engineers, Reston, VA; 2007.
Gattesco N, Clemente I, Macorini L, Noè S. Experimental investigation on the behaviour of spandrels in ancient masonry buildings. In: Proc. 14th WCEE, Beijing, China; 2008.
Beyer, 2012, Quasi-static monotonic and cyclic tests on composite spandrels, Earthquake Spectra, 28, 885, 10.1193/1.4000058
Beyer, 2012, Quasi-static cyclic tests on masonry spandrels, Earthquake Spectra, 28, 907, 10.1193/1.4000063
Graziotti F, Magenes G, Penna A. Experimental cyclic behaviour of stone masonry spandrels. In: Proc. 15th WCEE, Lisbon, Portugal; 2012.
Cattari S. Modelling of existing masonry and mixed masonry–reinforced concrete buildings by the equivalent frame approach: formulation of synthetic models. Ph.D. Thesis, University of Genoa, Italy; 2007 [in Italian].
Calderini, 2009, In-plane strength of unreinforced masonry piers, Earthquake Eng Struct Dyn, 38, 243, 10.1002/eqe.860
Priestley MJN. Myths and fallacies in earthquake engineering. Revisited: The Mallet Milne Lecture 2003, IUSS Press, Pavia, Italy; 2003.
Cattari S, Lagomarsino S. A strength criterion for the flexural behaviour of spandrel in un-reinforced masonry walls. In: Proc. 14th WCEE, Beijing, China; 2008.
Turnšek V, Sheppard P. The shear and flexural resistance of masonry walls. In: Proc. int. research conference on earthquake engineering, Skopje, Japan; 1980. p. 517–573.
Benedetti, 1984, Seismic assessment of masonry constructions, Ingegneria Sismica, I, 9
Mann W, Müller H. Failure of shear-stressed masonry – an enlarged theory, tests and application to shear-walls. In: Proc. int. symposium on load-bearing brickwork, London, UK; 1980. p. 1–13.
Magenes, 1997, In-plane seismic response of brick masonry walls, Earthquake Eng Struct Dyn, 26, 1091, 10.1002/(SICI)1096-9845(199711)26:11<1091::AID-EQE693>3.0.CO;2-6
Beyer, 2012, Peak and residual strengths of brick masonry spandrels, Eng Struct, 41, 533, 10.1016/j.engstruct.2012.03.015
EN 1992-1-1. Eurocode 2: Design of concrete structures – Part 1-1: general rules and rules for buildings, CEN, Bruxelles, Belgium; 2004.
Panagiotakos, 2001, Deformations of RC members at yielding and ultimate, ACI Struct J, 98, 135
MIT, Ministry of Infrastructures and Transportation, Circ. C.S.Ll.Pp. No. 617 of 2/2/2009. Istruzioni per l’applicazione delle nuove norme tecniche per le costruzioni di cui al Decreto Ministeriale 14 Gennaio 2008. G.U. S.O. n.27 of 26/2/2009, No. 47 [in Italian].
Cattari S, Resemini S, Lagomarsino S. Modelling of vaults as equivalent diaphragms in 3D seismic analysis of masonry buildings. In: Proc. 6th Int. conference on structural analysis of historical construction, Bath, UK; 2008.
Tomasi R, Piazza M, Baldessari C. The refurbishment of existing timber floors: characterization of the in-plane behaviour. In: Proc. int. conference on protection of historical buildings (Prohitech 09), vol. 1. Rome, Italy: CRC Press, Taylor&Francis; 2009. p. 255–60.
Brignola, 2009, Evaluation and control of the in-plane stiffness of timber floors for the performance-based retrofit of URM buildings, Bull New Zealand SocEarthquake Eng, 42, 204, 10.5459/bnzsee.42.3.204-221
NZS 3603. Timber structures standard. Department of Building and Housing, Wellington, New Zealand; 1993.
Anthoine, 2006, A simple displacement control technique for pushover analyses, Earthquake Eng Struct Dyn, 35, 851, 10.1002/eqe.560
Magenes G, Kingsley GR, Calvi GM. Static testing of a full scale, two-story masonry building: test procedure and measured experimental response. In: Experimental and numerical investigation on a brick masonry prototype, GNDT Report 3.0, Pavia, Italy; 1995.
Calderini C, Cattari S, Lagomarsino S. In-plane seismic response of unreinforced masonry walls: comparison between detailed and equivalent frame models. In: Proc. ECCOMAS thematic conference on computational methods in structural dynamics and earthquake engineering (COMPDYN 2009), Rodhes, Greece; 2009.
Calderini, 2008, A continuum model for in-plane anisotropic inelastic behaviour of masonry, J Struct Eng ASCE, 134, 209, 10.1061/(ASCE)0733-9445(2008)134:2(209)
Anthoine A, Magonette G, Magenes G. Shear-compression testing and analysis of brick masonry walls. In: Proc. 10th European conference on earthquake engineering, Wien, Austria: 1994. Duma editor, Balkema: Rotterdam, The Netherlands; 1995.