Proceedings of the 2016 International Conference on Engineering and Technology Innovations

Cable-stayed bridges chatter performance analysis

Authors
Qinghua Guo
Corresponding Author
Qinghua Guo
Available Online March 2016.
DOI
https://doi.org/10.2991/iceti-16.2016.52How to use a DOI?
Keywords
Cable-stayed bridge, tremor performance, ANSYS, stress analysis
Abstract
With the development of transport, compared with ordinary cable-stayed bridge cable-stayed bridge because of its convenience, appearance, economical characteristics of the construction, in the construction of roads, bridges in the city has been rapid application, but because of the structural rigidity of special bridge requirements, so now one of the few cable-stayed bridges has been built. Part of the existing cable-stayed bridge features to summarize, found common ground stiffness, a large proportion of the live load, and by information found in the study of large-span cable-stayed bridge wind performance gap by almost belong. However, with the development of road transport services, more and more large-span, and with spans increase wind loads on the beam impact has become a non-negligible factor. Taking a cable-stayed bridge in the background, its research performance chatter, and the first use of ANSYS software and the numerical simulation of the effect of wind load stress analysis for the construction of the latter part provides a theoretical basis.
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Proceedings
2016 International Conference on Engineering and Technology Innovations
Part of series
Advances in Engineering Research
Publication Date
March 2016
ISBN
978-94-6252-170-4
ISSN
2352-5401
DOI
https://doi.org/10.2991/iceti-16.2016.52How to use a DOI?
Open Access
This is an open access article distributed under the CC BY-NC license.

Cite this article

TY  - CONF
AU  - Qinghua Guo
PY  - 2016/03
DA  - 2016/03
TI  - Cable-stayed bridges chatter performance analysis
BT  - 2016 International Conference on Engineering and Technology Innovations
PB  - Atlantis Press
SN  - 2352-5401
UR  - https://doi.org/10.2991/iceti-16.2016.52
DO  - https://doi.org/10.2991/iceti-16.2016.52
ID  - Guo2016/03
ER  -