To ensure the security of the cantilever construction and elevation template adjustment for cable-stayed bridge, finite element model of guyed form traveller of Gan-zhu-xi cable-stayed bridge was built. At first, two models are considered under actual construction stage, then a static load test was carried out. The theoretic result was in consistent with the results from field test. It also showed that the optimal design was reliable and the operational performance could meet the construction requirements. Elevation template can be determined by the deflection measured results.
CITATION STYLE
Ye, X., Chen, B., & Sun, Z. (2017). Finite element analysis and static load test for guyed form traveller of cable-stayed bridge. In IOP Conference Series: Earth and Environmental Science (Vol. 81). Institute of Physics Publishing. https://doi.org/10.1088/1755-1315/81/1/012128
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