Out-of-Plane Response of Infill Masonry Walls
نویسندگان
چکیده
منابع مشابه
Journal of Composites for Construction Design of FRP-Strengthened Infill Masonry Walls Subjected to Out-of-Plane Loading
4 FRP strengthening systems for infill masonry walls are typically designed to resist flexural stresses due to out-of5 plane pressure. Previous research has shown that there are potential premature failure mechanisms due to shear 6 sliding of the infill, which could reduce the effectiveness of the strengthening system. Current design guidelines for 7 strengthening of masonry walls with fiber-re...
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The Unreinforced Wall (URM) elements that are most susceptible to out-of-plane failure are wall elements of the upper storeys where the accelerations are largest. In modern URM buildings with reinforced concrete slabs, the out-of-plane mechanism involves typically a storey-high wall element, which is subjected at its base and top to the accelerations of the corresponding floor slabs. The accele...
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ژورنال
عنوان ژورنال: The Open Construction and Building Technology Journal
سال: 2012
ISSN: 1874-8368
DOI: 10.2174/1874836801206010325