This paper presents an analytical approach to evaluate a possibility of progressive collapse of reinforced concrete frame structure. In order to simulate adequate behavior of the structure, we considered the bond failure of lap spliced bars due to concrete crack in a plastic hinge region. Bond characteristic was modeled in the analysis by using previous bond-slip relation and the effect of it was evaluated. Analysis result gave that there was additional deflection due to the bond failure of bar in beams at the node where the increasing displacement load was applied.