Research Article
Collapse Behaviour of a Concrete-Filled Steel Tubular Column Steel Beam Frame under Impact Loading
Table 2
Summary of research on transverse impact tests.
| No. | Impact velocity (km/h) | Impact mass (t) | Impact position (m) |
| c1 | 40 | 1.5 | 0.7 | c2 | 40 | 4.5 | 1.2 | c3 | 40 | 7.5 | 1.5 | c4 | 40 | 12 | 1.8 | c5 | 40 | 20 | 2.5 | c6 | 60 | 1.5 | 1.2 | c7 | 60 | 4.5 | 1.5 | c8 | 60 | 7.5 | 1.8 | c9 | 60 | 12 | 2.5 | c10 | 60 | 20 | 0.7 | c11 | 80 | 1.5 | 1.5 | c12 | 80 | 4.5 | 1.8 | c13 | 80 | 7.5 | 2.5 | c14 | 80 | 12 | 0.7 | c15 | 80 | 20 | 1.2 | c16 | 100 | 1.5 | 1.8 | c17 | 100 | 4.5 | 2.5 | c18 | 100 | 7.5 | 0.7 | c19 | 100 | 12 | 1.2 | c20 | 100 | 20 | 1.5 | c21 | 120 | 1.5 | 2.5 | c22 | 120 | 4.5 | 0.7 | c23 | 120 | 7.5 | 1.2 | c24 | 120 | 12 | 1.5 | c25 | 120 | 20 | 1.8 |
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