A comparison of different failure criteria in a numerical seismic assessment of an industrial brickwork chimney

Materials and Structures/Materiaux et Constructions

Volumn 42, Issue 2, 2009, Pages 213-226

  Pallares F J ^a   Aguero A ^a   Ivorra, S ^b  

^a UNIVERSITAT POLITÈCNICA DE VALÈNCIA   (Spain)

^b UNIVERSITY OF ALICANTE   (Spain)

Author keywords

Accelerogram; Cracking; Failure criteria; Masonry chimney; Seismic analysis

Indexed keywords

CHIMNEYS; CONSTITUTIVE MODELS; EARTHQUAKES; ELECTRIC NETWORK ANALYSIS; FAILURE ANALYSIS; FOUNDATIONS; MASONRY MATERIALS; SEISMOLOGY;

ACCELEROGRAM; CRACKING; FAILURE CRITERIA; MASONRY CHIMNEY; SEISMIC ANALYSIS;

QUALITY ASSURANCE;

EID: 59449104070     PISSN: 13595997     EISSN: None     Source Type: Journal    
DOI: 10.1617/s11527-008-9379-5     Document Type: Conference Paper

References (31)

1. Riva G, Zorgno AM (1995) Old brickwork chimneys: structural features and restoration problems. In: 4th International Conference on Structural Studies, Repairs and Maintenance of Historical Buildings, STREMAH '95, Comp Mech Publications, Southampton, Boston, vol 2, Dynamics, Repairs &Restoration, 1995, pp 317-327
2. Pistone G, Riva G, Zorgno AM (1995) Structural behaviour of ancient chimneys. In: 5th Internal Conference on Structural Studies, Repairs and Maintenance of Historical Buildings, STREMAH '95, Comp Mech Publications, Southampton, Boston, vol 3, Advances in Architecture Series, 1995, pp 331-341
3. FJ Pallarés A Agüero M Martín 2006 Seismic behaviour of industrial masonry chimneys Int J Solids Struct 43 7-8 2076 2090
4. T Aoki D Sabia 2006 Structural characterization of a brick chimney by experimental tests and numerical model updating Masonry Int 19 2 41 52
5. Pallarés FJ (2005) Contribución al análisis sísmico de chimeneas industriales de obra de fábrica mediante el método de los elementos finitos. PhD Thesis (in Spanish). Universidad Politécnica de Valencia
6. A Ghobarah T Baumber 1992 Seismic response and retrofit of industrial brick masonry chimneys Can J Civil Eng 19 117 128
7. Eurocode 8: Design provisions for earthquake resistance of structures. Part 1-1: general rules. Seismic actions and general requirements for structures
8. Norma de Construcción Sismorresistente: Parte General y Edificación (NCSE-02) (2002) Ministerio de Fomento, (Spanish Standard)
9. Zienkiewicz OC, Taylor RL (1991) The finite element method, 4th edn. McGraw-Hill, London
10. PB Lourenço JG Rots 1997 Multisurface interface model for analysis of masonry structures J Eng Mech 123 7 660 668
11. HR Lotfi PB Shing 1991 An appraisal of smeared crack models for masonry shear wall analysis Comput Struct 41 3 413 425
12. Middleton J, Pande GN, Liang JX, Kralj B (1991) Some recent advances in computer methods in structural masonry. Computer methods in structural masonry. In: Middleton J, Pande GN (eds) Books and Journals International, Swansea, UK, pp 1-21
13. F Genna M Di Pasqua M Veroli P Ronca 1998 Numerical analysis of old masonry buildings: a comparison among constitutive models Eng Struct 20 1-2 37 53
14. A Costa A Arêde 2006 Strengthening of structures damaged by the Azores earthquake of 1998 Construct Build Mater 20 252 268
15. DV Oliveira PB Lourenço 2004 Implementation and validation of a constitutive model for the cyclic behaviour of interface elements Comput Struct 82 1451 1461
16. De Castro DV (2002) Experimental and numerical analysis of Blocky masonry structures under cyclic loading. Thesis, Escola de Engenharia, Universidade do Minho
17. Gouilly A (1876) Théorie sur la Stabilité des Hautes Cheminées en Maçonnerie. J Dejey & Cia Imprimeurs
18. Esselborn C (1952) Tratado General de Construcción: Parte 1, Construcción de Edificios. Gustavo Gili (ed), Buenos Aires, Argentina
19. Pallarés FJ, Martín M (2001) Industrial chimneys in Valencia City. Structural response model (in Spanish). VI International Seminar Forum UNESCO, 2001
20. Gasparini DA, Vanmarcke EH (1976) Simulated earthquake motions compatible with prescribed response spectra. Massachusetts Institute of Technology, Cambridge, Massachusetts
21. Álvarez A (1904) Manual del Ingeniero. Adrián Romo (ed), Madrid, Spain
22. Mazzocchi L (1965) Memorial Técnico. Dossat (ed) (in Spanish)
23. K Naraine S Shina 1991 Model for cyclic compressive behavior of brick masonry ACI Struct J 88 5 603 609
24. D Addessi S Marfia E Sacco 2002 A plastic local nondamage model Comput Methods Appl Mech Eng 191 1291 310
25. R Cerioni R Brighenti G Donida 1995 Use of incompatible displacement modes in a finite element model to analyze the dynamic behavior of unreinforced masonry panels Comput Struct 57 1 47 57
26. AJ Kappos GG Penelis CG Drakopoulos 2002 Evaluation of simplified models for lateral load analysis of unreinforced masonry buildings J Struct Eng 128 7 890 897
27. M Dhanasekar AW Page PW Kleeman 1985 The failure of brick masonry under biaxial stresses Proc ICE (part 2) 79 295 313
28. A Litewka L Szojda 2006 Damage, plasticity and failure of ceramics and cementitious composites subjected to multi-axial state of stress Int J Plast 22 2048 2065
29. DC Drucker W Prager 1952 Soil mechanics and plastic analysis or limit design Q Appl Math 10 157 165
30. Willam KJ, Warncke ED (1975) Constitutive model for the triaxial behaviour of concrete. Proceedings of the International Association for Bridge and Structural Engineering, 1975, 19. ISMES. Bergamo, Italy
31. Chen WF, Saleeb AF (1982) Constitutive equations for engineering materials, vol 1. Elasticity and Modeling. John Wiley and Sons