Research of Span Ratio of Non-abutment Slant-legged Rigid Frame Bridge

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/).

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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  -