A copy of this work was available on the public web and has been preserved in the Wayback Machine. The capture dates from 2020; you can also visit the original URL.
The file type is application/pdf
.
Analysis of interaction between the elements in cable-stayed bridge
2012
Baltic Journal of Road and Bridge Engineering
Large-span cable-stayed bridges design is impossible without a cable adjustment, which should be made in various stages of construction and for finished structure alike. There may be many concepts of regulation -the creation of design geometry (mainly used for relatively small-span pedestrian bridges), the optimization of shear or moment diagrams in carriageway's construction, the reduction of max tensile or compressive stresses in the load-bearing elements. Normally, the choice of mechanical
doi:10.3846/bjrbe.2012.12
fatcat:6xnjc7ur2zcclj5h5iimbzja6e