SERA/ARISTA project: Three-storey old type RC structure with FRP retrofitting tested under cyclic lateral load
2-by-3 bay, 2-storey RC building tested under loss of support
2-by-3 bay, 2-storey RC building tested under loss of support
RC column tested under fast transverse loading simulating blast loading
RC column tested under fast transverse loading simulating blast loading
2-storey RC building: pseudodynamic testing of bare frame, 1st test
2-storey RC building: pseudodynamic testing of bare frame, 2nd test
Two-storey RC building: retrofit with reinforced concrete jackets
Two-storey RC building: damage at the base of a column
Two-storey RC building: pseudodynamic testing of retrofitted frame (with RC jackets or FRP jackets)
Two-storey RC building: damage of FRP-retrofitted column
Two-storey RC building: pseudodynamic testing of pilotis building retrofitted with FRP
Conversion of frame bays into walls: construction of specimen
Conversion of frame bays into walls: experimental set-up
Conversion of frame bays into walls: pseudodynamic testing
Conversion of frame bays into walls: damage at the wall base
Characterisation test of elastomeric bearing
Failure of elastomeric bearings
Gallery Image Control and acquisition system
Universal compression testing machine (5000kN capacity)
Confinement of column with TRM (Textile Reinforced Mortar)
Supporting hinges of four-storey wall tested in horizontal position
Formwork of four-storey bare frame
3-storey plane frame to be infilled with masonry
3-storey plane frame with masonry infills
General view of Models Lab
2/3 scaled RC slab substructure - Test setup
2/3 scaled RC slab substructure designed according to current code procedures, tested quasi-statically
2/3 scaled RC slab substructure: Formation of a through-crack at the cut-off point of middle support reinforcement
2/3 scaled RC slab substructure tested quasi-statically - Maximum deformation
Two-span RC beam with loss of central support - Test setup
Two-span RC beam with loss of central support - Deformed shape.
Two-span RC beam with loss of central support - Damage photo 3.
Two-span RC beam with loss of central support - Damage photo 4.
Two-span precast beam with loss of central support - Test setup
