Inelastic Behavior of Concrete Frame-Wall Structuresby Katsuhiko Emori, Sr. Engr.; Kajima Corp., Tokyo, Japan,
W. C. Schnobrich, (M.ASCE), Prof.; Dept. of Civ. Engrg., Univ. of Illinois at Urbana-Champaign, Urbana, Ill., 61801,
Serial Information: Journal of the Structural Division, 1981, Vol. 107, Issue 1, Pg. 145-164
Document Type: Journal Paper
The inelastic behavior and failure mechanism of a reinforced concrete frame-wall system when subjected to static cyclic loads is established on the basis of a mechanical model. The validity of this model was confirmed in an earlier study by comparison with a laboratory experiment on a 10-story reinforced concrete frame-wall structure of the same dimensions and reinforcing. Using this model, the interaction characteristics between the frame and the wall are investigated.
Subject Headings: Structural behavior | Concrete frames | Inelasticity | Reinforced concrete | Concrete | Concrete structures | Structure reinforcement | Structural models | Model analysis | Comparative studies | Laboratory tests
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