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Volumn 39, Issue 4, 2008, Pages 301-314

Numerical characterization of the structural behaviour of the Basilica of Pilar in Zaragoza (Spain). Part 1: Global and local models

Author keywords

Finite element analysis; Historical buildings; Masonry; Non linear material; Structural models; Visualization

Indexed keywords

COMPUTER SIMULATION; DEFECTS; DOMES; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; NUMERICAL CONTROL SYSTEMS; STRUCTURAL ANALYSIS;

EID: 37349107158     PISSN: 09659978     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.advengsoft.2007.01.009     Document Type: Article
Times cited : (18)

References (15)
  • 1
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    • Ríos T, y Ríos ST. El Pilar de Zaragoza. CAI ed. 1983. p. 185-212 [in Spanish].
  • 2
    • 33747223128 scopus 로고    scopus 로고
    • Romera LE, Hernández S, Reinosa JM. A comprehensive structural study of the Basílica of Pilar in Zaragoza (Spain). In: Brebbia CA, Torpiano A, editors. Structural studies, repairs and maintenance of heritage architecture IX; 2005. p. 103-13.
  • 4
    • 3042523731 scopus 로고    scopus 로고
    • Hernández S, Romera LE. Computer modelling of the Basílica of Pilar in Zaragoza (Spain). In: Brebbia CA, editor. Structural studies, repairs and maintenance of heritage architecture VIII; 2003. p. 597-606.
  • 5
    • 85009522032 scopus 로고    scopus 로고
    • Cosmos/m v.2.8. Finite element analysis system: I) user guide, IV) advanced modules. Structural Research & Analysis Corporation, CA; 2003.
  • 6
    • 85009518888 scopus 로고    scopus 로고
    • Romera LE, Hernández S, Mosquera A. Análisis estático y dinámico de estructuras con el programa Cosmos/m v.2.8. La Coruña: Tórculo Ediciones; 2003 [in Spanish].
  • 7
    • 85009523151 scopus 로고    scopus 로고
    • MSC. Marc 2003. Vol. A - Theory and user information, Santa Ana: MSC Software Corporation; 2003.
  • 10
    • 85009527874 scopus 로고    scopus 로고
    • Lourenço PB. Experimental and numerical issues in the modelling of the mechanical behaviour of masonry. In: Roca P, González JL, Oñate E, Lourenço PB, editors. Structural analysis of historical constructions II. Possibilities of numerical and experimental techniques. CIMNE; 1998. p. 57-92.
  • 11
    • 85009525062 scopus 로고    scopus 로고
    • Molins C. Characterization of the mechanical behaviour of masonry. In: Roca P, González JL, Marí AR, Oñate E, editors. Structural analysis of historical constructions. Possibilities of numerical and experimental techniques. CIMNE; 1997. p. 86-122.
  • 12
    • 0034778188 scopus 로고    scopus 로고
    • Three-dimensional modelling and full-scale testing of stone arch bridges
    • Fanning P.J., and Boothby T.E. Three-dimensional modelling and full-scale testing of stone arch bridges. Comput Struct 79 (2001) 2645-2662
    • (2001) Comput Struct , vol.79 , pp. 2645-2662
    • Fanning, P.J.1    Boothby, T.E.2
  • 13
    • 0000316428 scopus 로고    scopus 로고
    • Non-linear finite element analysis of solids and structures
    • John Wiley & Sons
    • Crisfield M.A. Non-linear finite element analysis of solids and structures. Advanced topics vol. II (1997), John Wiley & Sons
    • (1997) Advanced topics , vol.II
    • Crisfield, M.A.1
  • 15
    • 10444246098 scopus 로고    scopus 로고
    • Experimental investigation of unreinforced brick masonry walls in flexure
    • Griffith M.C., Lam N.T.K., Wilson J.L., and Doherty K. Experimental investigation of unreinforced brick masonry walls in flexure. J Struct Engrg 130 3 (2004) 423-432
    • (2004) J Struct Engrg , vol.130 , Issue.3 , pp. 423-432
    • Griffith, M.C.1    Lam, N.T.K.2    Wilson, J.L.3    Doherty, K.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.