- -

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

RiuNet: Institutional repository of the Polithecnic University of Valencia

Share/Send to

Cited by

Statistics

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

Show full item record

Pallarés Rubio, FJ.; Aguero Ramón Llin, A.; Ivorra Chorro, S. (2009). A comparison of different failure criteria in a numerical seismic assessment of an industrial brickwork chimney. Materials and Structures. 42:213-226. doi:10.1617/s11527-008-9379-5

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/62929

Files in this item

Item Metadata

Title: A comparison of different failure criteria in a numerical seismic assessment of an industrial brickwork chimney
Author: Pallarés Rubio, Francisco Javier Aguero Ramón Llin, Antonio Ivorra Chorro, Salvador
UPV Unit: Universitat Politècnica de València. Departamento de Física Aplicada - Departament de Física Aplicada
Universitat Politècnica de València. Departamento de Mecánica de los Medios Continuos y Teoría de Estructuras - Departament de Mecànica dels Medis Continus i Teoria d'Estructures
Issued date:
Abstract:
A theoretical analysis using three wellknown masonry analysis constitutive models is performed on a masonry structure to simulate the response of the structure to specific seismic forces. The results of the three ...[+]
Subjects: Accelerogram , Cracking , Failure criteria , Masonry chimney , Seismic analysis
Copyrigths: Cerrado
Source:
Materials and Structures. (issn: 1359-5997 )
DOI: 10.1617/s11527-008-9379-5
Publisher:
Springer Verlag (Germany)
Publisher version: http://dx.doi.org/10.1617/s11527-008-9379-5
Type: Artículo

References

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

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

Pallarés FJ, Agüero A, Martín M (2006) Seismic behaviour of industrial masonry chimneys. Int J Solids Struct 43(7–8):2076–2090 [+]
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

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

Pallarés FJ, Agüero A, Martín M (2006) Seismic behaviour of industrial masonry chimneys. Int J Solids Struct 43(7–8):2076–2090

Aoki T, Sabia D (2006) Structural characterization of a brick chimney by experimental tests and numerical model updating. Masonry Int 19(2):41–52

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

Ghobarah A, Baumber T (1992) Seismic response and retrofit of industrial brick masonry chimneys. Can J Civil Eng 19:117–128

Eurocode 8: Design provisions for earthquake resistance of structures. Part 1-1: general rules. Seismic actions and general requirements for structures

Norma de Construcción Sismorresistente: Parte General y Edificación (NCSE-02) (2002) Ministerio de Fomento, (Spanish Standard)

Zienkiewicz OC, Taylor RL (1991) The finite element method, 4th edn. McGraw-Hill, London

Lourenço PB, Rots JG (1997) Multisurface interface model for analysis of masonry structures. J Eng Mech 123(7):660–668

Lotfi HR, Shing PB (1991) An appraisal of smeared crack models for masonry shear wall analysis. Comput Struct 41(3):413–425

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

Genna F, Di Pasqua M, Veroli M, Ronca P (1998) Numerical analysis of old masonry buildings: a comparison among constitutive models. Eng Struct 20(1–2):37–53

Costa A, Arêde A (2006) Strengthening of structures damaged by the Azores earthquake of 1998. Construct Build Mater 20:252–268

Oliveira DV, Lourenço PB (2004) Implementation and validation of a constitutive model for the cyclic behaviour of interface elements. Comput Struct 82:1451–1461

De Castro DV (2002) Experimental and numerical analysis of Blocky masonry structures under cyclic loading. Thesis, Escola de Engenharia, Universidade do Minho

Gouilly A (1876) Théorie sur la Stabilité des Hautes Cheminées en Maçonnerie. J Dejey & Cia Imprimeurs

Esselborn C (1952) Tratado General de Construcción: Parte 1, Construcción de Edificios. Gustavo Gili (ed), Buenos Aires, Argentina

Pallarés FJ, Martín M (2001) Industrial chimneys in Valencia City. Structural response model (in Spanish). VI International Seminar Forum UNESCO, 2001

Gasparini DA, Vanmarcke EH (1976) Simulated earthquake motions compatible with prescribed response spectra. Massachusetts Institute of Technology, Cambridge, Massachusetts

Álvarez A (1904) Manual del Ingeniero. Adrián Romo (ed), Madrid, Spain

Mazzocchi L (1965) Memorial Técnico. Dossat (ed) (in Spanish)

Naraine K, Shina S (1991) Model for cyclic compressive behavior of brick masonry. ACI Struct J 88(5):603–609

Addessi D, Marfia S, Sacco E (2002) A plastic local nondamage model. Comput Methods Appl Mech Eng 191:1291–310

Cerioni R, Brighenti R, Donida G (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

Kappos AJ, Penelis GG, Drakopoulos CG (2002) Evaluation of simplified models for lateral load analysis of unreinforced masonry buildings. J Struct Eng 128(7):890–897

Dhanasekar M, Page AW, Kleeman PW (1985) The failure of brick masonry under biaxial stresses. Proc ICE (part 2) 79:295–313

Litewka A, Szojda L (2006) Damage, plasticity and failure of ceramics and cementitious composites subjected to multi-axial state of stress. Int J Plast 22:2048–2065

Drucker DC, Prager W (1952) Soil mechanics and plastic analysis or limit design. Q Appl Math 10:157–165

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

Chen WF, Saleeb AF (1982) Constitutive equations for engineering materials, vol 1. Elasticity and Modeling. John Wiley and Sons

[-]

This item appears in the following Collection(s)

Show full item record