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...

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Detalles Bibliográficos
Autores principales: Fairclough, Helen E., Gilbert, Matthew, Pichugin, Aleksey V., Tyas, Andy, Firth, Ian
Formato: Online Artículo Texto
Lenguaje:English
Publicado: The Royal Society Publishing 2018
Materias:
Research Articles
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

Internet

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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