Cellular automata model for predicting the failure pattern of laterally loaded masonry wall panels

Journal of Computing in Civil Engineering

Volumn 20, Issue 6, 2006, Pages 400-409

  Zhou, G C ^a   Rafiq, M Y ^b   Bugmann, G ^b   Easterbrook, D J ^b  

^a HARBIN INSTITUTE OF TECHNOLOGY   (China)

^b UNIVERSITY OF PLYMOUTH   (United Kingdom)

Author keywords

Failures; Lateral loads; Masonry; Panels; Walls

Indexed keywords

BOUNDARY CONDITIONS; COMPUTER SYSTEM RECOVERY; MASONRY CONSTRUCTION; MATHEMATICAL MODELS; NUMERICAL ANALYSIS; STRUCTURAL PANELS;

CELLULAR AUTOMATA; FAILURE PATTERNS; LOADED MASONRY PANELS; TRANSITION FUNCTIONS;

FINITE AUTOMATA;

EID: 33750099684     PISSN: 08873801     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0887-3801(2006)20:6(400)     Document Type: Article

References (32)

1. Baker, L. R. (1982). " A principal stress failure criterion for brickwork in bi-axial bending.. " Proc., 6th IBMaC, Rome.
2. British Standards Institution (BSI). (1992). BS 5628: Part 1. Code of practice for use of masonry. Part 1. Structural use of unreinforced masonry, U.K.
3. Brownjohn, J. M. W., Moyo, P., Omenzetter, P., and Lu, Y. (2003). " Assessment of highway bridge upgrading by testing and finite-element model updating.. " J. Bridge Eng., 8 (3), 162-172.
4. Castello, D. A., Stutz, L. T., and Rochinha, F. A. (2002). " A structural defect identification approach based on a continuum damage model.. " Comput. Struct., 80 (5-6), 417-436.
5. Chong, V. L. (1993). " The behaviour of laterally loaded masonry panels with openings.. " Ph.D. thesis, University of Plymouth, U.K.
6. Edward, R. (1989). Exploring the geometry of nature: Computer modeling of chaos, fractal, cellular automata and neural networks, Windcrest Books, Blue Ridge Summit, Pa.
7. Fishburn, C. C. (1961). " Effect of mortar properties on strength of masonry.. " National Bureau of Standards, Monograph 36, Washington.
8. Fried, A. N. (1989). " Laterally loaded masonry panels: The significance of analytical methods and material properties.. " Ph.D. thesis, South Bank Polytechnic, London, U.K.
9. Friswell, M. L., and Mottershead, J. E. (1995). Finite element model updating in structural dynamics, Kluwer, New York.
10. Goles, E., and Mari'nez, S. (1990). Neural and automata networks: Dynamical behavior and applications, Kluwer Academic Publishers, Norwell, Mass.
11. Halpern, P. (1989). " Sticks and stones: A guide to structurally dynamic cellular automata.. " Am. J. Phys., 57 (4), 405-407.
12. Haseltine, B. A., Hodgkinson, H. R., and Webb, W. F. (1973). " Lateral loading tests on walls with different boundary conditions.. " Proc., 3rd Int. Brick Masonry Conf., Essen.
13. Hemez, F. M., and Doebling, S. W. (2001). " Review and assessment of model updating for non-linear, transient dynamics.. " Mech. Syst. Signal Process., 15 (1), 45-74.
14. Hu, N., Wang, X., Fukunaga, H., Yao, Z. H., Zhang, H. X., and Wu, Z. S. (2001). " Damage assessment of structures using modal test data.. " Int. J. Solids Struct., 38 (18), 3111-3126.
15. Lawrence, S. J. (1983). " Behaviour of brick masonry walls under lateral loading., " Vols. 1 and 2, Ph.D. thesis, Univ. of South Wales, Australia.
16. Lawrence, S. J., and Lu, J. P. (1991). " An elastic analysis of laterally loaded masonry walls with openings.. " Int. Symp. on Computer Methods in Structural Masonry, Middleton, J., and, Pande, G. N., eds., Books & Journals International, Swansea, U.K., 39-48.
17. Lee, S. J., Pande, G. N., Middleton, J., and Kralj, B. (1996). " Numerical modelling of brick masonry panels subject to lateral loadings.. " Comput. Struct., 61 (4), 735-745.
18. Lourenco, P. B. (1997). " An anisotropic macro-model for masonry plates and shells: Implementation and validation.. " Rep. 03.21.1.3.07, Univ. of Technology, Delft, Netherlands.
19. Lourenco, P. B. (2000). " Anisotropic softening model for masonry plates and shells.. " J. Struct. Eng., 126 (9), 1008-1016.
20. Mathew, A., Kumar, B., Sinha, B. P., and Pedreschi, R. F. (1999). " Analysis of masonry panel under biaxial bending using ANNs and CBR.. " J. Comput. Civ. Eng., 13 (3), 170-177.
21. Modak, S. V., Kundra, T. K., and Nakra, B. C. (2002). " Comparative study of model updating studies using simulated experimental.. " Comput. Struct., 80 (5-6), 437-447.
22. Rafiq, M. Y., Zhou, G. C., Bugmann, G., and Easterbrook, D. (2003). " Analysis of brickwork wall panels subjected to lateral loading using correctors.. " Journal of Masonry Int., 16 (2), 75-82.
23. Robert-Nicoud, Y., Raphael, B., and Smith, I. F. C. (2005). " System identification through model composition and stochastic search.. " J. Comput. Civ. Eng., 19 (3), 239-247.
24. Rucker, R., and Walker, J. (1989). CA Lab (Exploring Cellular Automata, Rudy Rucker's Cellular Automata Laboratory), Autodesk, Inc., Sausalito, Calif.
25. " SAA brickwork code. " (1969). AS CA47-1969, Standards Association of Australia, Sydney, Australia.
26. Sohn, H., and Law, K. H. (1997). " A Bayesian probabilistic approach for structural damage detection.. " Earthquake Eng. Struct. Dyn., 26 (12), 1259-1281.
27. Soschinske, K. A. (1997). Cellular automata simulation of resin flow through a fiber reinforcement, UMI Dissertation Service.
28. Teughels, A., Maeck, J., and Roeck, G. (2002). " Damage assessment by FE model updating using damage functions.. " Comput. Struct., 80 (25), 1869-1879.
29. von Neumann, J. (1966). Theory of Self Reproducing Automata, Burks, A., ed., Univ. of Illinois Press, Champaign, Ill.
30. West, H. W. H., Hodgkinson, H. R., and Webb, W. F. (1971). The resistance of clay brick walls to lateral loading, Technical Note, No. 176, The British Ceramic Research Association.
31. Zhou, G. C. (2002). " Application of stiffness/strength corrector and cellular automata in predicting response of laterally loaded masonry panels.. " Ph.D. thesis, Univ. of Plymouth, U.K.
32. Zhou, G. C., Rafiq, M. Y., Easterbrook, D. J., and Bugmann, G. (2003). " Application of cellular automata in modelling laterally loaded masonry panel boundary effects.. " Masonry Int., 16 (3), 104-114.