Proceedings of the 2017 Global Conference on Mechanics and Civil Engineering (GCMCE 2017)

Study of Eccentric Load Coefficient of Pre-stressed Concrete Partial Cable-Stayed Bridge with Corrugated Steel Webs

Authors
Yuze Nian, Junliang Tian, Suisheng Li, Wenjuan Liu, Tao Hu, Canhua Chang
Corresponding Author
Yuze Nian
Available Online June 2017.
DOI
https://doi.org/10.2991/gcmce-17.2017.41How to use a DOI?
Keywords
corrugated steel webs; partial cable-stayed bridge; finite element computation; eccentric load coefficient
Abstract
In the variable cross-section continuous box girder bridge, due to the complex internal force influence surface of the load, the effect of the box beam geometry on restrained torsional stresses changes along the span of the bridge. Therefore, unified partial load coefficient should not be used over the whole bridge. Through the theoretical analysis and finite element computation based on a real bridge, this paper explores distribution laws of load coefficient along the spans in the variable cross-section pre-stressed concrete partial cable-stayed bridge with corrugated steel webs and proposes practical load coefficient to offer some recommendations for engineering design.
Open Access
This is an open access article distributed under the CC BY-NC license.

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Proceedings
2017 Global Conference on Mechanics and Civil Engineering (GCMCE 2017)
Part of series
Advances in Engineering Research
Publication Date
June 2017
ISBN
978-94-6252-383-8
ISSN
2352-5401
DOI
https://doi.org/10.2991/gcmce-17.2017.41How 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  - Yuze Nian
AU  - Junliang Tian
AU  - Suisheng Li
AU  - Wenjuan Liu
AU  - Tao Hu
AU  - Canhua Chang
PY  - 2017/06
DA  - 2017/06
TI  - Study of Eccentric Load Coefficient of Pre-stressed Concrete Partial Cable-Stayed Bridge with Corrugated Steel Webs
BT  - 2017 Global Conference on Mechanics and Civil Engineering (GCMCE 2017)
PB  - Atlantis Press
SP  - 224
EP  - 230
SN  - 2352-5401
UR  - https://doi.org/10.2991/gcmce-17.2017.41
DO  - https://doi.org/10.2991/gcmce-17.2017.41
ID  - Nian2017/06
ER  -