The static elastic test of a 14-story 1/10 scale reinforced concrete tube in tube structure model was carried out. The influence of eccentric lateral load and top vertical load on the properties of the structure model was studied under static loads. In pseudo dynamic test, the model was equivalent as two degrees of freedom, and was executed a pseudo dynamic testing with six cases of acceleration earthquake wave. The dynamic characteristic, earthquake response in elastic and elastic-plastic stage, seismic behavior and failure mechanism of the model were studied. The test indicated that the mode...
