Research Article
Parametric Study on Dynamic Response of Fiber Reinforced Polymer Composite Bridges
Table 4
Dynamic load allowance of various specifications.
| Specification | Dynamic load allowance | Span length | 12 m | 18 m |
| AASHTO 1998 [5] | 0.33 | 0.33 | 0.33 | AASHTO 2007 [6] | 50/(), in ft | 0.30 | 0.27 | BS5400 [7] | 0.25 | 0.25 | 0.25 | JRAS [8] | 20/(), in m | 0.32 | 0.29 | OHBDC [9] | 0.4 for one axle | 0.40 | 0.40 | France (modified 1989) [10] | 0.8/(), in m | 0.24 | 0.17 | DIN 1072–1987 [11] | , in m | 0.30 | 0.26 | Norm NEM 1008 [13] | 40/(), in m | 0.36 | 0.34 | Australia NAASRA 1989 [14] | 50/() 0.3, in ft | 0.30 | 0.27 | Switzerland SIA160 [15] | 0.05 ()/(), in m | 0.25 | 0.21 | Korea KBDS [16] | 15/() 0.3, in m | 0.29 | 0.26 | Parametric study (note: results from ProDeck4 and ProDeck8 models) | 0.4 (average for 12–18 m) |
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