The Comparative Analysis between Truss Aqueduct and Cable-stayed Aqueduct
Xue-Jian Chen, Dong-Lin Liu, Li-Ting Wang, Yong Ye, Run Zhou, Zhen-Dong Zhang
Available Online June 2014.
- https://doi.org/10.2991/icmsa-15.2015.134How to use a DOI?
- Truss Aqueduct, Cable-stayed Aqueduct, Structure Calculation, Mechanical Analysis.
- Aqueduct is a kind of overhead conveyance structure crossing the river, road, thrust, valley and so on. Analyzing the truss aqueduct and the cable-stayed aqueduct through model design, structure calculation and comparative analysis. Through the static load experiment, bearing quality of cable-stayed aqueduct model is relatively large, showing that its bearing capacity is better than the truss aqueduct. Through the calculation of structural solver, get the internal force distribution and deformation rules of two kinds of models which are basically the same as experimental results. On the same loading condition, deformation of truss aqueduct is slightly larger than the cable-stayed aqueduct, providing references for the aqueduct’s structure selection and engineering application.
- Open Access
- This is an open access article distributed under the CC BY-NC license.
Cite this article
TY - CONF AU - Xue-Jian Chen AU - Dong-Lin Liu AU - Li-Ting Wang AU - Yong Ye AU - Run Zhou AU - Zhen-Dong Zhang PY - 2014/06 DA - 2014/06 TI - The Comparative Analysis between Truss Aqueduct and Cable-stayed Aqueduct BT - 2015 International Conference on Material Science and Applications (icmsa-15) PB - Atlantis Press SP - 733 EP - 737 SN - 2352-541X UR - https://doi.org/10.2991/icmsa-15.2015.134 DO - https://doi.org/10.2991/icmsa-15.2015.134 ID - Chen2014/06 ER -