In this paper, a new rotor-ball bearings-support-stator coupling system dynamic model with rubbing coupling faults is established for practical aeroengine. In the model, the rubbing fault is modeled, the stator motion is considered, the flexible support and squeeze film damper are established, and the nonlinear factors of ball bearing, such as the clearance of the bearing, the nonlinear Hertzian contact force between balls and races, and the varying compliance vibration because of the periodical variety of the contact position between balls and races, are modeled. The numerical integral method is used to obtain the system responses, the effect of support stiffness on rotor responses is studied using a vibration amplitude-rotating speed plot, and the characteristics of the rubbing fault is analyzed using a 3D cascade plot. An aeroengine tester with a stator is established to carry out the rubbing fault experiments, the simulation results from the rotor-ball bearings-support-stator coupling model are compared with the experimental results, and the consistency of the results show fully the effectiveness of the new rotor-ball bearings-support-stator coupling model with rubbing fault.

Occupant comfort mode in wind‐induced vibration was proposed and studied based on fuzzy probability method (FPM). First, the predictions of the comfort mode were compared with the studies of other researchers to verify the reliability of the method proposed in this paper. Second, vibration comfort of 4 types of buildings was investigated and assessed respectively with the proposed mode. Third, parameters of influencing the occupant comfort, such as coefficient of variation and membership function (MF), were discussed, and optimal results were found. Finally, application of the comfort mode was investigated with a true super tall building. This study shows that the FPM is a feasible and reliable way of establishing the occupant comfort mode, and good predictions can be obtained, especially for FPM with MF1 and MF2. The quantitative story and total comfort ratios can be evaluated effectively for tall buildings in wind excitation. The proposed occupant comfort mode based on FPM provides a new and reliable way of investigating the comfort ratio of tall buildings quantifying vibration comfort and guiding structural comfort design.