This text provides a basis for a standardized approach to
structural masonry, using an integration of experimental and
computational techniques. Accurate displacement-controlled
materials experiments have produced an extensive database of
strength, stiffness and softening properties for tension,
compression and shear, and this data has been transferred into
numerical models for simulating the deformational behaviour of
masonry structures. The models have been implemented into finite
and distinct element codes and have subsequently been verified
against shear wall experiments and analytical solutions for masonry
parts.
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