Effect of Unreinforced Masonry Infill Walls on Seismic Performance of Reinforced Concrete Framed Structures
نویسندگان
چکیده
Unreinforced Masonry infill walls (URM) are commonly used in the Reinforced Concrete (RC) framed structures as interiors and exteriors partition walls. Although they usually are not considered in the structural analysis and design, their influence on the seismic performance of the framed structures is significant. A common practice in the modern and old RC buildings is to remove the URM walls in the lower stories for commercial reasons; garages, storages, shops etc.
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