Inelastic Behavior of Concrete Frame-Wall Structures
克彦 江守, William C. Schnobrich
Abstract
克彦 江守, William C. Schnobrich
Abstract
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.
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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.
Key concepts: Structural engineering, Reinforced concrete, Frame (networking), Failure mechanism, Mechanism (biology), Shear wall, Materials science, Geotechnical engineering