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This condition allows for the selection of any products for the anchor and anchoring material, as long as they remain intact and exibit negligible dispacements relative to the masonry. The anchor is embedded in a portion of masonry that is uncracked before post-installation; however, as the ...
This section reviews the past analytical and numerical research carried out to improve our understanding of the behavior of confined masonry structures under different loading conditions. Figure 9 presents a flowchart summarizing the various simplified analysis methods for CM structures, which depend on ...