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N. Damiani

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Open access Oct 2026

A deformation-based criterion for redistribution of seismic forces in masonry buildings after linear analysis

The redistribution of internal forces after linear analysis is a well-established practice in structural codes since several decades for different structural typologies, extending beyond seismic design. A typical example is the redistribution of bending moments in reinforced concrete continuous beams under gravity lo...

N. Damiani, C. F. Manzini, G. Magenes · 0 citations

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