EXPERIMENTAL STUDY ON THE COMPOSITE-BEAM STRUCTURE BY STEEL STRUCTURE AND PRECAST-PRESTRESSED CONCRETE STRUCTURE WITHIN OUTCABLE TENSIONING FORCE

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.