The Comparative Analysis between Truss Aqueduct and Cable-stayed Aqueduct

DOI

10.2991/icmsa-15.2015.134How to use a DOI?

Keywords

Truss Aqueduct, Cable-stayed Aqueduct, Structure Calculation, Mechanical Analysis.

Abstract

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.

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-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  - Proceedings of the 2015 International Conference on Material Science and Applications
PB  - Atlantis Press
SP  - 733
EP  - 737
SN  - 2352-541X
UR  - https://doi.org/10.2991/icmsa-15.2015.134
DO  - 10.2991/icmsa-15.2015.134
ID  - Chen2014/06
ER  -