The construction status of typically large shaking tables and array systems in China since the twenty-first century
| Time (year) | Development organisation | Direction | Mesa dimension: m | Load: t | Maximum displacement: mm | Maximum speed: mm/s | Maximum acceleration: g | Frequency range: Hz |
|---|---|---|---|---|---|---|---|---|
| 2004 | Institute of Earthquake Engineering, China Academy of Building Research | X, Y, Z | 6.10 × 6.10 | 60 | X: ±150 Y: ±250 Z: ±100 | X: ±1000 Y: ±1200 Z: ±800 | X: ±1.5 Y: ±1.0 Z: ±0.8 | 0.1–50 |
| 2006 | Beijing University of Technology | X | 1.00 × 1.00 (9) | 9 × 10 | X: ±75 | X: ±600 | X: ±1.0 | 0.4–50 |
| X, Y, Z | 2.50 × 2.50 (2) | 2 × 10 | X: ±125 Y: ±125 Z: ±100 | X: ±600 Y: ±600 Z: ±500 | X: ±2.0 Y: ±2.0 Z: ±2.0 | 0.1–50 | ||
| 2008 | Fuzhou University | X, Y | 4.00 × 4.00 2.50 × 2.50 (2) | 22 10/table | X: ±250 Y: ±250 | X: ±750 Y: ±1050 | X: ±1.5 Y: ±1.2 | 0.1–50 |
| 2011 | Tongji University | X, Y | 4.00 × 6.00 (4) | 30/table 70/table | X: ±500 Y: ±500 | X: ±1000 Y: ±1000 | X: ±1.5 Y: ±1.5 | 0.1–50 |
| 2013 | Central South University | X, Y, Z | 4.00 × 4.00 (4) | 30/table | X: ±250 Y: ±250 Z: ±160 | X: ±1000 Y: ±1000 Z: ±1000 | X: ±1.0 Y: ±1.0 Z: ±1.6 | 0.1–50 |
| 2015 | Chongqing University | X, Y, Z | 5.10 × 6.10 | 60 | X: ±250 Y: ±250 Z: ±200 | X: ±1200 Y: ±1200 Z: ±1000 | X: ±1.5 Y: ±1.5 Z: ±1.0 | 0.1–50 |
| 2017 | Southwest Jiaotong University | X, Y, Z | 10.00 × 8.00 | 160 | X: ±800 Y: ±800 Z: ±400 | X: ±1200 Y: ±1200 Z: ±830 | X: ±1.2 Y: ±1.2 Z: ±1.0 | 0.1–50 |
| X, Y, Z | 3.00 × 5.00 | 30 | X: ±400 Y: ±400 Z: ±400 | X: ±1800 Y: ±1800 Z: ±1500 | X: ±2.0 Y: ±2.0 Z: ±1.5 | 0.1–50 | ||
| X, Y, Z | 3.00 × 6.00 | 30 | X: ±400 Y: ±400 Z: ±400 | X: ±1800 Y: ±1800 Z: ±1500 | X: ±2.0 Y: ±2.0 Z: ±1.5 | 0.1–50 | ||
| 2019 | Hohai University | X, Y, Z | φ: 5.75 (in water) | 20 | X: ±150 Y: ±150 Z: ±100 | X: ±1000 Y: ±1000 Z: ±800 | X: ±2.0 Y: ±2.0 Z: ±1.33 | 0.1–100 |
| 2019 | Tianjin University | X, Y, Z | φ: 3.60 (2) (in water) | 20/table | X: ±300 Y: ±300 Z: ±200 | X: ±1000 Y: ±1000 Z: ±800 | X: ±1.5 Y: ±1.5 Z: ±1.2 | 0.1–100 |
| 2021 | Tianjin University (constructing) | X, Y, Z | 20.00 × 16.00 | 1350 | — | — | X: ±1.5 Y: ±1.5 Z: ±2.0 | — |
| 2021 | Southeast University (constructing) | X, Y, Z | 6.00 × 9.00 | 120 | X: ±500 Y: ±500 Z: ±300 | X: ±1500 Y: ±1500 Z: ±1200 | X: ±1.5 Y: ±1.5 Z: ±1.0 | 0.1–50 |
| Time (year) | Development organisation | Direction | Mesa dimension: m | Load: t | Maximum displacement: mm | Maximum speed: mm/s | Maximum acceleration: g | Frequency range: Hz |
|---|---|---|---|---|---|---|---|---|
| 2004 | Institute of Earthquake Engineering, China Academy of Building Research | X, Y, Z | 6.10 × 6.10 | 60 | X: ±150 | X: ±1000 | X: ±1.5 | 0.1–50 |
| 2006 | Beijing University of Technology | X | 1.00 × 1.00 (9) | 9 × 10 | X: ±75 | X: ±600 | X: ±1.0 | 0.4–50 |
| X, Y, Z | 2.50 × 2.50 (2) | 2 × 10 | X: ±125 | X: ±600 | X: ±2.0 | 0.1–50 | ||
| 2008 | Fuzhou University | X, Y | 4.00 × 4.00 | 22 | X: ±250 | X: ±750 | X: ±1.5 | 0.1–50 |
| 2011 | Tongji University | X, Y | 4.00 × 6.00 (4) | 30/table | X: ±500 | X: ±1000 | X: ±1.5 | 0.1–50 |
| 2013 | Central South University | X, Y, Z | 4.00 × 4.00 (4) | 30/table | X: ±250 | X: ±1000 | X: ±1.0 | 0.1–50 |
| 2015 | Chongqing University | X, Y, Z | 5.10 × 6.10 | 60 | X: ±250 | X: ±1200 | X: ±1.5 | 0.1–50 |
| 2017 | Southwest Jiaotong University | X, Y, Z | 10.00 × 8.00 | 160 | X: ±800 | X: ±1200 | X: ±1.2 | 0.1–50 |
| X, Y, Z | 3.00 × 5.00 | 30 | X: ±400 | X: ±1800 | X: ±2.0 | 0.1–50 | ||
| X, Y, Z | 3.00 × 6.00 | 30 | X: ±400 | X: ±1800 | X: ±2.0 | 0.1–50 | ||
| 2019 | Hohai University | X, Y, Z | 20 | X: ±150 | X: ±1000 | X: ±2.0 | 0.1–100 | |
| 2019 | Tianjin University | X, Y, Z | 20/table | X: ±300 | X: ±1000 | X: ±1.5 | 0.1–100 | |
| 2021 | Tianjin University (constructing) | X, Y, Z | 20.00 × 16.00 | 1350 | — | — | X: ±1.5 | — |
| 2021 | Southeast University (constructing) | X, Y, Z | 6.00 × 9.00 | 120 | X: ±500 | X: ±1500 | X: ±1.5 | 0.1–50 |