{"id":9695,"date":"2018-02-23T19:30:40","date_gmt":"2018-02-23T18:30:40","guid":{"rendered":"http:\/\/www.eucentre.it\/?page_id=9695"},"modified":"2026-02-24T12:04:23","modified_gmt":"2026-02-24T11:04:23","slug":"shake-table-6d-30-t","status":"publish","type":"page","link":"https:\/\/www.eucentre.it\/en\/shake-table-6d-30-t\/","title":{"rendered":"Shake-table 6D | 30 t"},"content":{"rendered":"
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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.
\nThis 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.<\/span><\/p>\n<\/div><\/div>

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Technical Details<\/strong><\/p>\n<\/div><\/div>

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Platen dimensions<\/td>\n4.8 m x 4.8 m<\/td>\n<\/tr>\n
Maximum X and Y displacement<\/td>\n\u00b1 500 mm<\/td>\n<\/tr>\n
Maximum Z displacement<\/td>\n140 mm<\/td>\n<\/tr>\n
Maximum X and Y velocity<\/td>\n2.0 m\/s<\/td>\n<\/tr>\n
Maximum Z velocity<\/td>\n0.5 m\/s<\/td>\n<\/tr>\n
Maximum X and Y force<\/td>\n1400 kN<\/td>\n<\/tr>\n
Maximum Z force<\/td>\n5000 kN<\/td>\n<\/tr>\n
Maximum payload<\/td>\n30 t<\/td>\n<\/tr>\n
Frequency\u00a0range<\/td>\n0.3 – 60 Hz<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div><\/div>
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Certifications<\/strong><\/p>\n<\/div><\/div>

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