The 6-degree-of-freedom Shake-table was primarily developed for dynamic tests on non-structural elements and seismic tests on structural systems characterised by limited mass. Its cellular steel structure is designed to provide high overall stiffness while keeping mass to a minimum, ensuring compatibility with the stresses generated during testing.
This configuration optimises dynamic performance and enables highly accurate reproduction of seismic signals, making the table ideal for studying the seismic behaviour of building and plant components, even in the presence of complex multi-axial inputs.
Shake-table 6D | 30 t

Technical Details
Maximum X and Y displacement | ± 500 mm |
Maximum Z displacement | 140 mm |
Maximum X and Y velocity | 2.0 m/s |
Maximum Z velocity | 0.5 m/s |
Maximum X and Y force | 1400 kN |
Maximum Z force | 5000 kN |
Maximum payload | 30 t |
Frequency range | 0.3 – 60 Hz |
Certifications
- IEC 62271-207:2023 – only 4 – 5 except 5.4.2 | High-voltage switchgear and controlgear
- IEC 60068-2-57:2013 – only 4 except 4.5 – 5 except 5.6 – 8 except 8.4 | Electric and electronic equipment
- IEC/IEEE 60780-323:2016 – only 7.4.1.8.e | Electrical equipment for nuclear facilities
- IEC 60068-3-3:2019 – only 4 – 5 – 7.2 – 8.1 – 8.2 except 8.2.3 – 9 – 10 | Electric, electronic and mechanical equipment, components and materials
- IEC 60068-2-64:2008/AMD1:2019 – only 5 – 8 | Electric, electronic and mechanical equipment, components and materials
- ISO 13033:2013 – only 9.3.1-9.3.2-Annex G | Nonstructural components for building applications