| Test number | Series | Location | Number of pedestrians | Modal properties of the occupied structure (os) | Structural response | (Hz) | (%) | (kg) | (N·s/m) | (N/m) | (m/s2) | (m/s2) |
| Mode 1 (structure) | 1.1 | A | All-over | 2 | 4.443 | 1.00 | 7,165 | 4,000 | 5,583 × 103 | 2.4361 | 0.4131 | 1.2 | B | All-over | 3 | 4.445 | 1.10 | 7,183 | 4,413 | 5,603 × 103 | 1.7489 | 0.3018 | 1.3 | A | All-over | 4 | 4.450 | 1.28 | 7,201 | 5,154 | 5,630 × 103 | 2.1755 | 0.3637 | 1.4 | A | All-over | 6 | 4.465 | 1.55 | 7,238 | 6,294 | 5,696 × 103 | 1.8771 | 0.3311 | 1.5 | B | All-over | 6 | 4.465 | 1.65 | 7,238 | 6,701 | 5,696 × 103 | 1.4882 | 0.2481 | 1.6 | B | All-over | 10 | 4.475 | 2.30 | 7,311 | 9,456 | 5,780 × 103 | 1.1313 | 0.2050 | 1.7 | A | All-over | 10 | 4.476 | 2.10 | 7,311 | 8,635 | 5,782 × 103 | 1.5876 | 0.2870 | 1.8 | A | All-over | 15 | 4.485 | 2.91 | 7,402 | 12,140 | 5,878 × 103 | 1.1251 | 0.2466 |
| Mode 2 (structure) | 2.1 | B | All-over | 3 | 16.900 | 0.55 | 7,128 | 8,326 | 80,372 × 103 | 2.4059 | 0.4482 | 2.2 | A | All-over | 6 | 16.813 | 0.53 | 7,128 | 7,982 | 79,548 × 103 | 2.9046 | 0.5595 | 2.3 | B | All-over | 6 | 16.910 | 0.65 | 7,128 | 9,846 | 80,468 × 103 | 2.2905 | 0.4234 | 2.4 | A | All-over | 8 | 16.819 | 0.61 | 7,128 | 9,190 | 79,605 × 103 | 2.5591 | 0.5133 | 2.5 | A | All-over | 10 | 16.822 | 0.64 | 7,128 | 9,644 | 79,634 × 103 | 2.5232 | 0.5223 | 2.6 | B | All-over | 10 | 16.935 | 0.75 | 7,128 | 11,377 | 80,708 × 103 | 2.1387 | 0.4023 | 2.7 | A | All-over | 15 | 16.825 | 0.79 | 7,128 | 11,907 | 79,665 × 103 | 2.2358 | 0.4725 |
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