Critical Axial Loads For Transversely Loaded Masonry Walls

Summary

The buckling behaviour of unreinforced masonry (URM) walls subjected to out-of-plane lateral loads is described.  Numerical solutions for critical load and out-of-plane bending is discussed.  A parameter study of the laternal load capacity of URM walls indicates that stability under transverse loads is the most likely failure mode for a wide range of common wall heights and load intensities.  An experimental investigation on the stability of slender masonry walls is outlined.  12 refs.

Primary author(s): Schultz A E; Mueffelman J G; Ojard N J

                            Minnesota,University; Bonestroo,Rosene,Anderlik &

Source: 12th Int.Brick/Block Masonry Conf. Proc. Vol.III

            Madrid,25-28 June 2000,p.1633-1646

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