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

Cyclic test on RC column

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