Arch

  1. 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.
  2. 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.