1981•Journal of the Structural DivisionRequires access

Inelastic Behavior of Concrete Frame-Wall Structures

克彦 江守, William C. Schnobrich

Open publisher page 16 citations

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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What this paper is about

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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OpenAlex reports 16 citations for this work. Citation counts describe recorded attention and do not establish research quality.

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Available 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.

Key concepts: Structural engineering, Reinforced concrete, Frame (networking), Failure mechanism, Mechanism (biology), Shear wall, Materials science, Geotechnical engineering

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