MASONRY FAILURES DUE TO VERTICAL SHEAR 1
Source abstract
Abstract
ABSTRACT Observations and analysis of masonry failures are presented in which vertical cracks result from shear. It is suggested that the scope of laboratory testing of masonry walls be broadened to include a study of vertical shear stresses, and that general conclusions regarding masonry strength take such tests into consideration.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Masonry and Concrete Structural Analysis · Civil and Structural Engineering Research
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