Study on Tied Arch Bridge with Through Girder Design
- https://doi.org/10.2991/mebe-15.2015.231How to use a DOI?
- Tied Arch Bridge with Trough Girder; Bridge Structure Design; Prestressed Concrete; Arch Section Change; Mechanical Performance
Tied arch bridge with trough girder mainly consists of girder, arch rib, suspender and prestressed steel bares for its superstructure. In terms of its overall mechanical performance, there are many factors affecting its mechanical performance.The factors are main girder section form, arrangement of prestressed reinforcement in the main girder, the arch rib section form and suspender stress.For the design of tied arch bridge with trough girder,suspender spacing and girder cross section forms can be regarded as invariants according to the mechanical characteristics of arch bridge, the other influencing variables can be changed to research the performance of different components on the bridge.In the process of research, the structure performance must be always maintained coordination.
- © 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 - Xun Wu AU - Hui Li AU - Zhichao Zhang PY - 2015/04 DA - 2015/04 TI - Study on Tied Arch Bridge with Through Girder Design BT - Proceedings of the 2015 International Conference on Materials, Environmental and Biological Engineering PB - Atlantis Press SP - 1033 EP - 1036 SN - 2352-5401 UR - https://doi.org/10.2991/mebe-15.2015.231 DO - https://doi.org/10.2991/mebe-15.2015.231 ID - Wu2015/04 ER -