This paper performed a measurement experiment of pedestrian incentive for a reinforced concrete frame teaching building.Two finite element models were established，where one considers the influence of infilled wall and other without considering that influence，while the effect of stairs is included.Two finite element models were fixed by comparing the calculated natural vibration period with the measured natural vibration period.Three working conditions，static load，no load and pedestrian incentive load，were considered by choosing different live load.An IDA calculation analysis was conducted in order to study the seismic dynamic response of the two models under three different working conditions as well as the influence of the infilled wall on finite element model for structure dynamic performance.The results show that the infilled wall should be considered in the IDA analysis for the reinforced concrete frame teaching building considering the influence of pedestrian incentive load，the structural performance is the best when no load is applied and the static load takes the second place，and the worst is for the structure under pedestrian incentive load condition.