In this study, hysteretic characteristics of eccentric jointed truss beams under the cyclic load are investigated by experiments. It is clear that eccentric joints control the buckling of chord member. Chord member buckling deformation is not large easily under cyclic load for eccentric joints. So eccentric jointed truss beams have very stable hysteretic characteristic. And the eccentric jointed truss beams with shear panels are investigated. As a results, it is clear that the shear panels improve the hysteretic characteristic of truss beams. Because the diagonal tension occurs at effective and stable direction in shear panels under cyclic load.
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