Lateral stiffness of brick masonry infilled plane frames

Journal of Structural Engineering

Volumn 129, Issue 8, 2003, Pages 1071-1079

  Asteris, P G ^a  

^a UNIVERSITY OF WEST ATTICA   (Greece)

Author keywords

Brick masonry; Finite element method; Frames; Lateral loads; Seismic responses; Shear distribution; Stiffness

Indexed keywords

ELASTICITY; FINITE ELEMENT METHOD; FRICTION; MESOPOROUS MATERIALS; POISSON RATIO; SHEAR STRESS; STIFFNESS;

BRICK MASONRY; FRAMES; LATERAL LOADS; SEISMIC RESPONSES; SHEAR DISTRIBUTION;

BRICK;

EID: 10844283684     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2003)129:8(1071)     Document Type: Article

References (29)

1. Asteris, P. G. (1996). "A method for the modelling of infilled frames (method of contact points)." Proc., 11th World Conf. on Earthquake Engineering, Acapulco, Mexico.
2. Asteris, P. G. (2000). "Analysis of anisotropic nonlinear masonry." PhD thesis, National Technical Univ. of Athens, Athens Greece.
3. Asteris, P. G. (2003). "Analysis of masonry infilled frames using a finite element technique." J. Struct. Eng., in press.
4. Benjamin, J. E., and Williams, H. A. (1958). ''The behavior of one story brick shear walls." J. Struct. Div., ASCE, 84(4).
5. Buonopane, S. G., and White, R. N. (1999). "Pseudodynamic testing of a masonry infilled reinforced concrete frame." J. Struct. Eng., 125(6), 578-589.
6. Chrysostomou, C. Z. (1991). "Effects of degrading infill walls on the nonlinear seismic response of two-dimensional steel frames." PhD thesis, Cornell Univ., Ithaca, N.Y.
7. Comité Euro-International du Béton (CEB). (1994). "Behavior and analysis of reinforced concrete structures under alternate actions inducing inelastic response: Volume 2: Frame members." Bulletin D'Information No 220.
8. Dhanasekar, M., and Page, A. W. (1986). "Influence of brick masonry infill properties on the behaviour of infilled frames." Proc., Inst. Civ. Eng., Struct. Build., 81, 593-605.
9. Giannakas, A., Patronis, D., and Fardis, M. (1987). "The influence of the position and the size of openings to the elastic rigidity of infill walls." Proc., 8th Hellenic Concrete Conf., Xanthi, Kavala, Greece, 49-56.
10. Holmes, M. (1961). "Steel frames with brickwork and concrete infilling." Proc., Inst. Civ. Eng., Struct. Build., 19, 473-478.
11. Koiter, W. T. (1953). "Stress-strain relations, uniqueness and variational theorems for elastic-plastic materials with a singular yield surface." Q. Appl. Math., XI, 350-354.
12. Liauw, T. C. (1979). "Tests on multistory infilled frames subject to dynamic lateral loading." J. Am. Concr. Inst., 76(4), 551-560.
13. Liauw, T. C., and Kwan, K. H. (1984). "Nonlinear behaviour of non-integral infilled frames." Compur. Strucr., 18, 551-560.
14. Liauw, T. C., and Lee, S. W. (1977). "On the behaviour and analysis of multi-story infilled frames subject to lateral loading." Proc., Inst. Civ. Eng., Struct. Build., 63, 641-656.
15. Mainstone, R. J. (1971). "On the stiffnesses and strengths of infilled frames." Proc. Inst. Civ. Eng., Struct. Build., (iv), 57-90.
16. Mallick, D. V. and Garg, R. P (1971). "Effect of openings on the lateral stiffness of infilled frames " Proc., Inst Civ. Eng., Struct. Build., 49, 193-209.
17. Mehrabi, A. B., and Shing, P B. (1997). "Finite element modeling of masonry-infilled RC frames." J. Struct. Eng., 123(5), 604-613.
18. Mehrabi, A. B., Shing, P. B., Schuller, M., and Noland, J. (1996). "Experimental evaluation of masonry-infilled RC frames." J Struct. Eng., 122(3), 228-237.
19. Page, A. W. (1981). "The biaxial compressave strength of brick masonry." Proc., Inst. Civ. Eng., Struct. Build., 71, 893-906.
20. Penelis, G., Sarigiannis, D., Stayrakakis, E., and Stylianidis, K. (1988). "A Statististical evaluation of damage to buildings in the Thessaloniki Greece earthquake of June 20, 1978." Proc., 9th World Conf. on Earthquake Engineering, Tokyo-Kyoto, Japan.
21. Saneinejad, A., and Hobbs, B. (1995). ''Inelastic design of infilled frames." J. Struct. Eng., 121(4), 634-650.
22. Smith, B. S. (1962). "Lateral stiffness of infilled frames." J. Struct. Div., ASCE, 88(6), 183-199.
23. Smith, B. S. (1966). "Behavior of square infilled frames." J. Struct. Div., ASCE, 1, 381-403.
24. Smith, B. S., and Carter, C. (1969). "A method of analysis for infilled frames." Proc. Inst. Civ. Eng., Struct. Build., 44, 31-48.
25. Sobaih, M., and Abdin, M. M. (1988). "Seismic analysis of infilled reinforced concrete frames." Comput. Struct., 30(3), 457-464.
26. Syrmakezis, C. A., and Asteris, P. G. (2001). "Masonry failure criterion under biaxial stress state." J. Mater. Civ. Eng., 13(1), 58-64.
27. Tassios, T. P. (1984). "Masonry infill and R. C. walls (An invited state-of-the-art report)." Proc., 3rd Int. Symp. on Wall Structures, Warsaw, Poland.
28. Utku, B. (1980). "Stress magnifications in walls with openings." Proc., 7th World Conf. on Earthquake Engineering, Vol. 4, Istanbul, Turkey, 217-224.
29. Vintzeleou, E., and Tassios, T. P. (1989). "Seismic behaviour and design of infilled R.C. frames." Proc., J. European Earthquake Eng., 2, 22-28.