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This document summarizes a study that evaluated the seismic behavior of masonry infilled reinforced concrete (RC) frames through pushover analysis. Two structural models of an RC frame building with an open ground story - one with masonry infills and one without - were analyzed using nonlinear static and dynamic methods. The results showed that masonry infills significantly increased the lateral stiffness and strength of the structure but behaved brittlely. After the infills collapsed in lower stories, the

Author

hamidstructure

Language

EN