Lateral Parametric Vibration of Footbridge under Pedestrian Excitation considering the Time-Delay Effect
Pedestrian excitation may consequently cause large-scale lateral vibration of the long-span softness of footbridges. Considering the influence of structural geometric nonlinearity, a nonlinear lateral parametric vibration model is established based on the relationship between force and speed. Taking...
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| Autori principali: | , , , , , |
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| Natura: | Artigo |
| Lingua: | Inglês |
| Pubblicazione: |
Wiley
2021-01-01
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| Serie: | Advances in Civil Engineering |
| Accesso online: | http://dx.doi.org/10.1155/2021/6690753 |
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