Analysis of the Functionality of Wall-Mounted Joints in High-Performance Jib Tower Cranes
Results show that the embedded parts of the wall joints undergo two types of damage depending on the installation form: the pull out damage of parts due to incomplete anchoring, and the bending fracture damage of shear wall under sufficient anchoring. The load-displacement curves for the embedded parts exhibit evident two-stage variation, whereas the effect of anchoring reinforcement mode on displacement is unapparent.