Latest revision as of 14:21, 12 February 2021

Abstract

A discussion of the dominant factors affecting the behaviour of long span cable supported bridges is the subject of this paper. The main issue is the evolution of properties and response of the bridge with the size of the structure, represented by the critical parameter of span length, showing how this affects the conceptual design. After a review of the present state of the art, perspectives for future developments are discussed.

Document type: Article

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The different versions of the original document can be found in:

• https://content.sciendo.com/downloadpdf/journals/rjti/5/1/article-p75.pdf under the license https://creativecommons.org/licenses/by-nc-nd

• http://www.degruyter.com/view/j/rjti.2016.5.issue-1/rjti-2016-0043/rjti-2016-0043.xml?format=INT,

https://doaj.org/toc/2286-2218 under the license cc-by-nc-nd

• https://content.sciendo.com/view/journals/rjti/5/1/article-p75.xml,

https://content.sciendo.com/downloadpdf/journals/rjti/5/1/article-p75.xml,

http://dx.doi.org/10.1515/rjti-2016-0043

• https://core.ac.uk/display/84500649,

https://iris.uniroma3.it/handle/11590/316977,

https://content.sciendo.com/view/journals/rjti/5/1/article-p75.xml?lang=en,

https://academic.microsoft.com/#/detail/2506477540 under the license http://creativecommons.org/licenses/by-nc-nd/3.0