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Cracks do not always mean stone vault failure
Methodology for evaluating load-bearing capacity of cracked cylindrical stone vaults through experimental interaction dependencies between bending moments and axial forces.
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INVESTIGATION OF DYNAMIC BEHAVIOUR OF A HISTORICAL MASONRY ARCH BRIDGE: A COMPARATIVE STUDY ON SOLID AND SHELL ELEMENT MODELS WITH SAP2000
Comparative finite element study investigating dynamic and seismic behaviour of a three-span historical masonry arch bridge using solid and shell element models.