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Virtual reality research on vibration characteristics of long-span bridges with considering vehicle and wind loads based on neural networks and finite element method

机译:基于神经网络和有限元方法考虑车辆和风力负荷的长跨度桥梁振动特性的虚拟现实研究

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Abstract A finite element of the bridge was established to realize the virtual reality. Vehicle and wind loads were applied on it, and modal computation was carried out. Results show that serious vibration mainly took place on the bridge deck. Stresses and strains of the bridge were further extracted, where the maximum stress appeared around the positions with load application, while the maximum strain appeared in the middle of the bridge deck. Vibration response of the bridge under different excitations including vehicle loads and wind loads was computed by using the finite element model. Finally, neural network was also used to compute the vibration characteristic of the bridge, and the computational result was compared with that of the finite element method. The comparison result showed that they were consistent with each other, and the prediction model of neural networks was reliable. Using neural networks can improve the computational efficiency.
机译:摘要建立了桥梁的有限元,以实现虚拟现实。 施加车辆和风力载荷,并进行模态计算。 结果表明,严重的振动主要发生在桥甲板上。 进一步提取桥的应力和菌株,其中最大应力围绕着负载施加的位置出现,而最大应变出现在桥甲板的中间。 通过使用有限元模型来计算在包括车载负载和风力载荷的不同激励下桥梁的振动响应。 最后,神经网络也用于计算桥的振动特性,并将计算结果与有限元方法进行比较。 比较结果表明,它们彼此一致,神经网络的预测模型是可靠的。 使用神经网络可以提高计算效率。

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