Research Article
Pounding Effects in Simply Supported Bridges Accounting for Spatial Variability of Ground Motion: A Case Study
Table 2
Integration time step adopted
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| | Elastic modulus E (MPa) | 24821 | | Density Kg/m3 | 2500 | | Deck span lenght L (m) | 24.75 | | Impact duration (s) | 0.016 | | Integration time step (s) | 0.01 | | 0.625 |
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