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Three-Strut Model for Concrete Masonry-Infilled...
Journal article

Three-Strut Model for Concrete Masonry-Infilled Steel Frames

Abstract

Masonry infill panels in framed structures have been long known to affect strength, stiffness, and ductility of the composite structure. In seismic areas, ignoring the composite action is not always on the safe side, since the interaction between the panel and the frame under lateral loads dramatically changes the stiffness and the dynamic characteristics of the composite structure, and hence, its response to seismic loads. This study presents …

Authors

El-Dakhakhni WW; Elgaaly M; Hamid AA

Journal

Journal of Structural Engineering, Vol. 129, No. 2, pp. 177–185

Publisher

American Society of Civil Engineers (ASCE)

Publication Date

February 2003

DOI

10.1061/(asce)0733-9445(2003)129:2(177)

ISSN

0733-9445