西单过街天桥人致振动分析
[Abstract]:In recent years, with the acceleration of urbanization, more and more people pour into cities. In order to relieve traffic pressure, pedestrian overpasses frequently appear in various commercial districts and become necessary traffic aids. However, due to the uncertainty of passenger flow during the peak period, there are huge security risks behind the vigorous development of pedestrian overpasses. The pedestrian bridge in commercial street is located in the bustling area of the city, which makes it develop gently and aesthetically on the basis of ensuring its own function. This characteristic often leads to the reduction of the stiffness and damping of the bridge itself, and with the decrease of the natural frequency, it is easy to produce vibration in the peak stage of the footbridge and threaten the safety of pedestrians. In view of this situation, the control bridge uplink has become an effective solution. This requires finding an appropriate way to estimate the number of safe people and provide technical support for management to take current containment and security measures. So how to predict the number of safety on the bridge as accurately as possible has become a valuable research topic, this paper will try to solve this problem. Through the field investigation, I collected the pedestrian's step frequency on the bridge, obtained the average step frequency through the data processing, and then determined the sensitive frequency of the pedestrian bridge. Then the finite element model of the footbridge is constructed by the finite element software. First, the modal analysis is carried out, and the results of the modal analysis are compared with the measured values to ensure the practicability of the model. Based on the results of modal analysis, the necessity of studying the bridge is confirmed. After ensuring the accuracy and practicability of the model, the load model and the human vibration research method, which are used mature at home and abroad, are selected, and the finite element simulation of the model is carried out according to different population density working conditions. The maximum acceleration at different densities is obtained. Finally, the comfort degree of the footbridge is evaluated according to the comfort evaluation method, and the comfort degree of the footbridge under different working conditions is obtained, and the control range of the safety number of the footbridge is obtained.
【学位授予单位】:首都经济贸易大学
【学位级别】:硕士
【学位授予年份】:2017
【分类号】:U441.3
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