A Shear Transfer Model for Floor-To-Wall Connections in Concrete Masonry Structures

by H. Murakami, Univ of California, La Jolla, United States,
J. Yamakawa, Univ of California, La Jolla, United States,
G. A. Hegemier, Univ of California, La Jolla, United States,



Document Type: Proceeding Paper

Part of: Structural Engineering in Natural Hazards Mitigation

Abstract:

Based upon experiments conducted at the Univ of California, San Diego (UCSD) on floor-to-wall connections in concrete masonry structures, a constitutive model was developed for the overall shear force-relative displacement relations under cyclic loading. The predicted results compare well with the experimental data.

Subject Headings: Concrete structures | Shear stress | Shear forces | Masonry | Floors | Concrete | Structural models | California | United States

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