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Modelling of masonry walls under seismic loadings

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Figure 1.3 -left). With this notation, the internal power density of the Cosserat continuum reads:
Figure 1.8: A periodic collection of beams disposed following a mono-atomic lattice (left), and the corresponding elementary cell (right).
Figure 1.14: Representation of the homogenised strength domain for the masonry column in the space of the generalized Cosserat stresses (T α2 , M 2 )
Figure 1.16: Periodic masonry column and corresponding elementary cells larger than B (left)
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