Lateral Strength of Steel Frames with Masonry Infills Having Large Openings

Journal of Structural Engineering

Volumn 124, Issue 8, 1998, Pages 896-904

  Schneider, Stephen P ^a   Zagers, Bryan R ^a   Abrams, Daniel P ^a  

^a UNIVERSITY OF ILLINOIS AT URBANA CHAMPAIGN   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BRICK; DEFORMATION; DUCTILITY; EARTHQUAKE RESISTANCE; STEEL STRUCTURES; STIFFNESS;

MASONRY INFILLS;

STRUCTURAL FRAMES;

EID: 0032137771     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1998)124:8(896)     Document Type: Article

References (7)

1. ATC-33 guidelines for the seismic rehabilitation of buildings. (1998). Applied Technology Council, Redwood, Calif.
2. Freeman, S. A. (1991). "Behavior of steel frame buildings with infill brick." Proc., 6th Can. Conf. on Earthquake Engrg., Toronto, Canada.
3. Freeman, S. A. (1994). "The Oakland experience during Loma Prietacase histories." Proc., NCEER Workshop on Seismic Response of Masonry Infills, Tech. Rep. NCEER 94-0004, National Center for Earthquake Engineering Research, State University of New York at Buffalo, Buffalo, N.Y.
4. Hamburger, R. O., and Chakradeo, A. S. (1993). "Methodology for seismic capacity evaluation of steel-frame buildings with infill unreinforced masonry." Proc., 1993 Nat. Earthquake Conf.; Earthquake Hazard Reduction in the Central and Eastern United States, Memphis, Tenn.
5. Holmes, M. (1961). "Steel frames with brickwork and concrete infillings." Proc., Instn. Civ. Engrs., London, U.K., 19(August), 473-478.
6. Mander, J. B., Aycardi, L. E., and Kim, D. K. (1994). "Physical and analytical modeling of brick infilled steel frames." Proc., NCEER Workshop on Seismic Response of Masonry Infills, Tech. Rep. NCEER 94-0004, National Center for Earthquake Engineering Research, State University of New York at Buffalo, Buffalo, N.Y.
7. Mander, J. B., Nair, B., Wojtkowski, K., and Ma, J. (1993). "An experimental study on the seismic performance of brick-infilled steel frames with and without retrofit." Tech. Rep. NCEER 93-0001, National Center for Earthquake Engineering Research, State University of New York at Buffalo, Buffalo, N.Y.