Research of Span Ratio of Non-abutment Slant-legged Rigid Frame Bridge
Authors
Xue-Shen Dong, Xiao-Jun Ning
Corresponding Author
Xue-Shen Dong
Available Online November 2015.
- DOI
- 10.2991/iccet-15.2015.262How to use a DOI?
- Keywords
- Non-abutment slant-legged rigid frame brige;Span ratio;Internal force
- Abstract
This paper mainly makes the research of the influence on internal force and displacement of non-abutment slant-legged rigid frame brige by different span ratio. The results of the research indicate that as the change of span ratio,the internal force and displacement of each control section of brige structure have different change.We can find the change rule by summaring and comparing the different change,so this paper will provide reference for the design and construction of non-abutment slant-legged rigid frame brige.
- Copyright
- © 2015, the Authors. Published by Atlantis Press.
- Open Access
- This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).
Cite this article
TY - CONF AU - Xue-Shen Dong AU - Xiao-Jun Ning PY - 2015/11 DA - 2015/11 TI - Research of Span Ratio of Non-abutment Slant-legged Rigid Frame Bridge BT - Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015 PB - Atlantis Press SP - 1405 EP - 1409 SN - 2352-5401 UR - https://doi.org/10.2991/iccet-15.2015.262 DO - 10.2991/iccet-15.2015.262 ID - Dong2015/11 ER -