In this paper, an experimental method of shaking table test on partial moment resisting steel frames is discussed. This experiment system consists of a Mass, a Spring, a Loading Beam, a Specimen and a Shaking table. The natural period of this system is set at about 0.7-0.8 second which value is nearly the same as middle rise steel buildings. Features of this method show in the follows. This method has a system of proper estimation for the response of partial frame against Real Time Speed Earthquake. This method approximately reproduces an earthquake resisting behavior of the partial frame. It is possible to effectively utilize the performance of small and medium size shaking table.
