Biaxial Pseudodynamic tests on existing steel structure in full scale (ERIES - 12/2023)
SERA/ARISTA project: Three-storey old type RC structure with FRP retrofitting tested under cyclic lateral load
SERA/ARISTA project: Three-storey old type RC structure with FRP retrofitting - Deformed shape
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: damage of FRP-retrofitted column
Two-storey RC building: pseudodynamic testing of retrofitted frame (with RC jackets or FRP jackets)
Two-storey RC building: pseudodynamic testing of pilotis building retrofitted with FRP
Conversion of frame bays into walls: experimental set-up
Conversion of frame bays into walls: construction of specimen
Conversion of frame bays into walls: damage at the wall base
Conversion of frame bays into walls: pseudodynamic testing
Characterisation test of elastomeric bearing
Control and acquisition system
Failure of elastomeric bearings
Supporting hinges of four-storey wall tested in horizontal position
Confinement of column with TRM (Textile Reinforced Mortar)
Universal compression testing machine (5000kN capacity)
Formwork of four-storey bare frame
3-storey plane frame to be infilled with masonry
3-storey plane frame with masonry infills
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 - Deformed shape.
Two-span RC beam with loss of central support - Damage photo 1.
Two-span RC beam with loss of central support - Damage photo 2.
Two-span RC beam with loss of central support - Damage photo 3.
Two-span RC beam with loss of central support - Damage photo 4.
Hybrid Simulation of Structure-Pipe-Structure Interaction within a Gas Processing Plant
Mechanical Response of an Industrial Piping System Under Strong Cyclic Loading
Hybrid simulation of an existing, masonry infilled steel structure
Damage after seismically testing a substandard infilled steel structure
Seismic testing of a sub-standard steel structure retrofitted via BRB
Seismic response of short reinforced-concrete coupling beams
