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