Experimental and analytical study of masonry infill reinforced concrete frames retrofitted with steel braces

Journal of Structural Engineering

Volumn 130, Issue 12, 2004, Pages 2032-2039

  Perera, Ricardo ^a   Gómez, Susana ^a   Alarcón, Enrique ^a  

^a UNIVERSIDAD POLITÉCNICA DE MADRID   (Spain)

Author keywords

Damage assessment; Eccentric bracing; Frames; Masonry; Retrofitting; Seismic analysis

Indexed keywords

CONCRETE CONSTRUCTION; DEFORMATION; EARTHQUAKES; ELASTIC MODULI; ENERGY DISSIPATION; MASONRY CONSTRUCTION; MATHEMATICAL MODELS; MATRIX ALGEBRA; PLASTICITY; RETROFITTING; SEISMOLOGY; STEEL STRUCTURES; STRUCTURAL FRAMES; STRUCTURAL LOADS; VECTORS;

DAMAGE ASSESSMENT; ECCENTRIC BRACING; MASONRY INFILL REINFORCED CONCRETE FRAMES; SEISMIC ANALYSIS; STEEL BRACES;

REINFORCED CONCRETE;

EID: 13844276764     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2004)130:12(2032)     Document Type: Article

References (16)

1. Abrams, D. P., ed. (1994). Proc. from the NCEER Workshop on Seismic Response of Masonry Infills, National Center of Earthquake Engineering Research, Report No. NCEER-94-0004, State University of New York at Buffalo, Buffalo.
2. Calvi, M. (1996). "Reinforced concrete infilled frames in RC frames under earthquake loading." CEE (Comité Euro-International du Beton) Bull., 231, 231-275.
3. Cohn, M. Z., and Franchi, A. (1979). "Structural plasticity computer system: STRUPI." J. Struct. Div. ASCE, 105(4), 789-804.
4. Flórez-López, J. (1995). "Simplified model of unilateral damage for RC frames." J. Struct. Eng., 121(12), 1765-1772.
5. Gómez, S. (2000). "Evaluation of seismic retrofitting on RC frames with masonry infill by means of eccentric bracing." PhD thesis, Technical University of Madrid, Spain (in Spanish).
6. Kasai, K., and Popov, E. P. (1986). "A study of seismically resistant eccentrically braced steel frame systems." Rep. No. UCB/EERC-86/01, Earthquake Engineering Research Center, Univ. of California at Berkeley, Berkeley, Calif.
7. Lemaitre, J. (1996). A course on damage mechanics, Springer, Berlin.
8. Madan, A., Reinhorn, A. M., Mander, J. B. and Valles, R. E. (1997). "Modeling of masonry infill panels for structural analysis." J. Struct. Eng., 23(10), 1295-1302.
9. Mainstone, R. J. (1971). "On the stiffnesses and strength of infilled frames." Proc. Inst. Civil Eng., supplement iv, paper 7360s, London.
10. Mehrabi, A. B., Shing, P. B., Schuller, M. P., and Noland, J. L. (1996). "Experimental evaluation of masonry-infilled RC frames." J. Struct. Eng., 122(3), 228-237.
11. Perera, R., Carnicero, A., Alarcón, E., and Gómez, S. (2000). "A fatigue damage model for seismic response of RC structures." Comput. Struct., 78, 293-302.
12. Pires, F., and Carvalho, E. C. (1992). "The behaviour of infilled reinforced concrete frames under horizontal cyclic loading." Proc., 10th World Conf. on Earthquake Engineering, Madrid, Balkema, 6, 3419-3422.
13. Ricles, J. M., and Popov, E. P. (1987a). "Dynamic analysis of seismically resistant eccentrically braced frames." Rep. No. UCB/EERC-87/07, Earthquake Engineering Research Center, Univ. of California at Berkeley, Berkeley, Calif.
14. Ricles, J. M., and Popov, E. P. (1987b). "Experiments on eccentrically braced frames with composite floors." Rep. No. UCB/EERC-87/06, Earthquake Engineering Research Center, Univ. of California at Berkeley, Berkeley, Calif.
15. Tamijani, M. G. (1998). "Analytical model and design of eccentrically braced frame with vertical shear link." PhD thesis, TU Darmstadt.
16. Zarnic, R., and Tomasevic, M. (1984). "The behaviour of masonry infilled reinforced concrete frames subjected to cyclic lateral loading." Proc. 8th World Conf. on Earthquake Engineering, San Francisco, Prentice-Hall, Englewood Cliffs, N.J., 6, 863-870.