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Theoretically optimal forms for very long-span bridges under gravity loading
Long-span bridges have traditionally employed suspension or cable-stayed forms, comprising vertical pylons and networks of cables supporting a bridge deck. However, the optimality of such forms over very long spans appears never to have been rigorously assessed, and the theoretically optimal form fo...
Autores principales: | Fairclough, Helen E., Gilbert, Matthew, Pichugin, Aleksey V., Tyas, Andy, Firth, Ian |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
The Royal Society Publishing
2018
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6189590/ https://www.ncbi.nlm.nih.gov/pubmed/30333690 http://dx.doi.org/10.1098/rspa.2017.0726 |
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