Abstract
Compressive strength of masonry assemblages with hollow and bond beam high strength masonry units, which was indispensable for actualizing more than medium rise reinforced masonry buildings, was experimentally examined from the viewpoints of approximating the strength, that is to say the characterized strength for masonry structural design, and predicting the fracture patterns in case of concrete and clay masonry units.
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Schedule a callMore From: Journal of Structural and Construction Engineering (Transactions of AIJ)
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