Abstract
The stiffening girder of suspension bridge is usually erected by a deck unit erection gantry because of low cost and short construction period. Mechanical behaviors of deck unit erection gantry for suspension bridge were investigated with an example for Aizhai Bridge located in Hunan province. The beam elements and shell elements were used for the analyses of steel truss and moveable supports of the gantry respectively.
Full Text 
Sign-in/Register to access full text options
Sign-in/Register to access full text options 
Published version (
Free)
Free) 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a call
