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The Institute of Theoretical and Applied Mechanics
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Original version of the author's contribution as presented on CD, section: Computational assessment of seismic performance of masonry structures - i (MS).:
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Seismic performance of unreinforced and confined masonry structures: shear resistance and displacement capacity
Tomazevic, M.
Shear failure, characterized by the occurrence of diagonally oriented cracks, is a typical failure mode of unreinforced and confined masonry walls subjected to in-plane s [...]
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