Geometric Nonlinear Analysis of Self-Anchored Cable-Stayed Suspension Bridges

Geometric nonlinearity of self-anchored cable-stayed suspension bridges is studied in this paper. The repercussion of shrinkage and creep of concrete, rise-to-span ratio, and girder camber on the system is discussed. A self-anchored cable-stayed suspension bridge with a main span of 800 m is analyze...

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Detalles Bibliográficos
Autores principales: Hui-Li, Wang, Yan-Bin, Tan, Si-Feng, Qin, Zhe, Zhang
Formato: Online Artículo Texto
Lenguaje:English
Publicado: Hindawi Publishing Corporation 2013
Materias:
Research Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC3825120/
https://www.ncbi.nlm.nih.gov/pubmed/24282388
http://dx.doi.org/10.1155/2013/734387

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC3825120/
https://www.ncbi.nlm.nih.gov/pubmed/24282388
http://dx.doi.org/10.1155/2013/734387

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