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Wind-Induced Fatigue and Asymmetric Damage in a Timber Bridge
The transformation of a 30 m long timber pedestrian bridge into a wobbly (laterally swaying) bridge with a dramatically reduced first lateral modal frequency has been monitored by seven annual, multi-sensor surveys. This evidence, in combination with analysis of the wind record, observations of loca...
| Autores principales: | , |
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| Formato: | Online Artículo Texto |
| Lenguaje: | English |
| Publicado: |
MDPI
2018
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| Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6263393/ https://www.ncbi.nlm.nih.gov/pubmed/30423829 http://dx.doi.org/10.3390/s18113867 |