Research Article
Shear Behavior of Corrugated Steel Webs in H Shape Bridge Girders
Table 13
Comparison of shear capacity under different restraint.
| Specimen 1 : Specimen 2 | Ratio of experimental results | Ratio of FEM analysis |
| C3F : C3H | 1.03 | 1.05 | C2F : C2H | 1.04 | 1.01 |
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