Abstract
In this study, cyclic behavior of joint panel in H-shaped column to beam connections is cleared, and modeled using by Menegotto-Pint model. Parameter is the ratio of joint panel strength to column or beam strength. In order to clear that, loading test and numerical analysis is carried out. First, skeleton curve modeled by using results of analysis and loading tests. Secondary, the effect of experienced displacement and Bauschinger's effect are investigated, so cyclic behavior of joint panel is modeled. The effects of axial force, frame shapes and the frame around the joint panel to the behavior of joint panel is cleared.
