Abstract
The cyclic load tests of the beam-column sub-assemblages were performed on the multi-stoned frame of a R/C-structure with wall columns in order to investigate the characteristics of shear behavior of the beam-column joints with various anchorage types of main reinforcing bars Conse-qeuntly, the rigid frame with wall columns can obtain the enough capacity of deformations without any loss of shear strength which is independent of anchorage types of beam reinforcing bars It has been also recognized that shear strengths are varied in anchorage types, and that to some extent, they are corresponding to horizontally perspective length of anchorage bars
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