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

Full document

The PDF file did not load properly or your web browser does not support viewing PDF files. Download directly to your device: Download PDF document

Original document

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

https://doaj.org/toc/2286-2218 under the license cc-by-nc-nd
https://content.sciendo.com/downloadpdf/journals/rjti/5/1/article-p75.xml,
http://dx.doi.org/10.1515/rjti-2016-0043
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
Back to Top

Document information

Published on 01/01/2016

Volume 2016, 2016
DOI: 10.1515/rjti-2016-0043
Licence: Other

Document Score

0

Views 0
Recommendations 0

Share this document

claim authorship

Are you one of the authors of this document?