In this study, based on the topographic, geological, and hydrological characteristics of the Qianjiangping landslide, we have built a vibration analysis model using the QUAKEW module of GeoStudio software. We set the dynamic elastic modulus and Poisson's ratio of the soil and rock; further, we processed and loaded the data of four rupture events recorded by Lujiashan seismic station. Then, we used the model to simulate the landslide creep and slide processes. The results show that the Qianjiangping landslide was under static load and also experienced a micro-rupturing process that involved following sub-processes in sequence:micro-rupture, creep slip, re-rupture, creep slip, and landslide. This model could provide some new ideas for feasibility studies on rock landslide forecasts.