Abstract
Our objective is the development of a hybrid-beam structure that will further expand the range of applications for this construction method through the addition of outcables to the PC+S structure in a beam string configuration that enables further span lengthening. Here, we describe the effects of the joint end-plate depth with the outcable tensioning force used as the variable.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have