Modeling of masonry infill panels for structural analysis

Journal of Structural Engineering

Volumn 123, Issue 10, 1997, Pages 1295-1302

  Madan, A ^b   Reinhorn, A M ^a,b   Mander, J B ^b   Valles, R E ^c  

^a ASCE ^*

^b the State University of New York   (United States)

^c ICA Ingenieria   (Mexico)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; COMPUTER SOFTWARE; DEFORMATION; DYNAMIC RESPONSE; MASONRY CONSTRUCTION; MATHEMATICAL MODELS; STIFFNESS; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES;

MASONRY INFILL PANELS; SOFTWARE PACKAGE IDARC2D;

STRUCTURAL PANELS;

EID: 0031258177     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1997)123:10(1295)     Document Type: Article

References (26)

1. Abrams, D. P. (ed.). (1994). Proc., from the NCEER Workshop on Seismic Response of Masonry Infills, Tech. Rep. NCEER-94-0004, Nat. Ctr. for Earthquake Engrg. Res., State Univ. of New York, Buffalo, N. Y.
2. Baber, T. T., and Noori, M. N. (1985). "Random vibration of degrading pinching systems." J. Engrg. Mech., ASCE, 111(8), 1010-1026.
3. Baber, T. T., and Wen, Y. K. (1981). "Random vibration of hysteretic degrading systems." J. Engrg. Mech., ASCE, 107(6), 1069-1087,
4. Bertero, V. V., and Brokken, S. (1983). "Infills in seismic resistant building." J. Struct. Engrg., ASCE, 109(6), 1337-1361.
5. Bouc, R. (1967). "Forced vibration of mechanical systems with hysteresis." Proc., 4th Conf. on Non-linear Oscillation.
6. Bracci, J. M., Reinhorn, A. M., and Mander, J. B. (1992). "Seismic resistance of reinforced concrete frame structures designed only for gravity loads: part I - design and properties of a one-third scale model structure." Tech. Rep. NCEER-92-0027, Nat. Ctr. for Earthquake Engrg. Res., State Univ. of New York, Buffalo, N.Y.
7. Chrysotomou, C. Z., Gergely, P., and Abel, J. F. (1992). "Nonlinear seismic response of infilled steel frames." Proc., 10th World Conf. on Earthquake Engrg., A. A. Balkema, Rotterdam, the Netherlands, Vol. 8, 4435-4437.
8. Dhanasekar, M., and Page, A. W. (1986). "The influence of brick masonry infill properties on the behavior of infilled frames." Proc., Instn. of Civ. Engrs., London, England, Part 2, 593-605.
9. Holmes, M. (1961). "Steel frames with brickwork and concrete infilling." Proc., Instn. of Civ. Engrs., London, England, Part 2, Vol. 73, 473-478.
10. Klingner, R. E., and Bertero, V. V. (1978). "Earthquake resistance of infilled frames." J. Struct. Engrg., ASCE, 104(6).
11. Lobo, R. F. (1994). "Inelastic dynamic analysis of reinforced concrete structures of three dimensions," PhD dissertation, Dept. of Civ. Engrg., State Univ. of New York, Buffalo, N.Y.
12. Mainstone, R. J. (1971). "On the stiffness and strength of infilled frames." Proc., supplement (IV), Paper 7360S, Trans, of Instn. of Civ. Engrs., London, England.
13. Mander, J. B., Priestley, M. J. N., and Park, R. (1988). "Theoretical stress-strain behavior of confined concrete." J. Struct. Div., ASCE, 114(8), 1827-1849.
14. Mander, J. B., Nair, B., Wojtkowski, K., and Ma, J. (1993). "Experimental study on the seismic performance of brick-infilled steel frames with and without retrofit." Tech. Rep. NCEER-93-0001, Nat. Ctr. for Earthquake Engrg. Res., State Univ. of New York, Buffalo, N.Y.
15. Mander, J. B., and Nair, B. (1994). "Seismic resistance of brick-infilled steel frames with and without retrofit." The Masonry J., 12(2), 24-37.
16. Moghaddam, H. A., and Dowling, P. J. (1987). "The state of the art in infilled frames." ESEE Res. Rep. No. 87-2, Civ. Engrg. Dept., Imperial College, London, England.
17. Mosalam, K. M. (1996). "Modeling of the non-linear seismic behavior of gravity load designed infilled frames." 1995 EERI Student Paper, Los Angeles, Calif.
18. Pekcan, G., Mander, J. B., and Chen, S. S. (1995). "Experimental performance and analytical study of a non-ductile reinforced concrete frame structure retrofitted with elastomeric spring dampers." Tech. Rep., NCEER-95-0010, Nat. Ctr. of Earthquake Engrg. Res., State Univ of New York, Buffalo, N.Y.
19. Reinhorn, A. M., Li, C., and Constantinou, M. C. (1995a). "Experimental and analytical investigation of seismic retrofit of structures with supplemental damping, part I - fluid viscous damping devices." Tech. Rep. NCEER-95-0001, Nat. Ctr. of Earthquake Engrg. Res., State Univ of New York, Buffalo, N.Y.
20. Reinhorn, A. M., Madan, A., Valles, R. E., Reichman, Y, and Mander J. B. (1995b). "Modeling of masonry infill panels for structural analysis." Tech. Rep. NCEER-95-0018, Nat. Ctr. of Earthquake Engrg Res., State Univ. of New York, Buffalo, N.Y.
21. Rosenbrock, H. H. (1964). "Some general implicit processes for the numerical solution of differential equations." Comp. J., 18, 50-64.
22. Saneinejad, A., and Hobbs, B. (1995). "Inelastic design of infilled frames." J. Struct. Engrg., ASCE, 121(4), 634-650.
23. Shing, P. B., Lofti, H. R., Barzegarmehrabi, A., and Brunner, J. (1992). "Finite element analysis of shear resistance of masonry wall panels with and without confining frames." Proc., 10th World Conf. on Earthquake Engrg., A. A. Balkema, Rotterdam, The Netherlands, 2581-2586.
24. Stafford Smith, B., and Carter, C. (1969). "A method of analysis for infill frames." Proc., Instn. of Civ. Engrs., London, England, Vol. 44, 31-48.
25. Valles, R. E., Reinhorn, A. M., Kunnath, S. K., Li, C., and Madan, A. (1996). "IDARC2D version 4.0 - a program for the inelastic damage analysis of buildings." Tech. Rep. NCEER-96-0010, Nat. Ctr. for Earthquake Engrg. Res., State Univ. of New York, Buffalo, N.Y.
26. Zarnic, R. (1990). "Masonry-infilled reinforced concrete frames as subassemblies of earthquake-resistant buildings." Earthquake damage evaluation and vulnerability analysis of building structures, A. Koridze, ed., OMEGA Scientific, Wallingford, Oxon, U.K., 79-100.