In order to study the windinduced vibration response of plastic greenhouses,the investigated lump method for analyzing the windinduced vibration response of plastic greenhouses was proposed.The calculation formulas for the internal forces of the segments of the plastic frame structure were deduced,and the composition of the investigated lump was designed.The mechanical model of the investigated lump in the skeletal structure was constructed,the process of the studied block method was given,and the wave propagation example of the equal section cylindrical rod was used to verify the effectiveness of the method.At the same time considering the mean wind and the fluctuating wind action,considering only the pulsating wind action and considering only the average wind action,the timehistory analysis of the windinduced vibration response of plastic greenhouses with different spans was performed to obtain the nodal displacement of the skeletal structure.And the location of the maximum value of the stress space in the section.The results showed that the calculated results of both the nodal displacement and the section stress are fluctuating wind loads and are significantly larger than the average wind loads.Therefore,the windinduced vibration response analysis of the plastic greenhouse structure needs to consider the role of pulsating wind loads.