A Shear Transfer Model for Floor-To-Wall Connections in Concrete Masonry Structuresby 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,
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 | Structural models | Floors | Masonry | Connections (structural) | Concrete | Shear stress | Mathematical models | Data processing | Shear forces | North America | California | United States | San Diego
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