利用部分结构响应的机制启发递归卷积神经网络识别建筑物的全场风荷载

Fubo Zhang, Ying Lei, Lijun Liu, Jinshan Huang
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引用次数: 0

摘要

在实际工程中,通过结构响应进行间接识别的方法已被证明对风荷载估算非常有效。目前,识别风荷载的方法主要依赖于理论上的反识别,很少有通过机器学习来研究结构响应与风荷载之间的映射关系。本文受物理机制启发,提出了一种利用递归卷积神经网络(CNN)识别全场风荷载的方案。该网络的递归形式及其输入和输出的灵感来自风荷载和结构响应之间的空间相关性和映射关系。因此,网络输入包括结构加速度和层间位移响应的融合,而网络输出则代表结构上的独立风荷载。值得注意的是,该网络采用了错配测试,其中训练数据集和测试数据集的来源完全不同。具体来说,在训练过程中,使用模拟风荷载的高斯白噪声,而测试则使用真实的风荷载数据。通过识别 76 层风激基准建筑的不同静态或非静态风频谱所产生的全场风荷载,证明了所提方案的通用性。此外,还利用风洞试验数据识别了 67 层剪力墙结构的全场风荷载,从而验证了所提出的方案。
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Identification of full-field wind loads on buildings using a mechanism-inspired recursive convolutional neural network with partial structural responses
Indirect identification approaches through structural responses have proven effective for wind load estimation in real-world engineering. Currently, methods for identifying wind loads mainly rely on theoretical inverse identification, with rare research based on the mapping relationship between structural responses and wind loads through machine learning. In this paper, a scheme for identifying full-field wind loads using a recursive convolutional neural network (CNN) inspired by physical mechanisms is proposed. The recursive form of the network, as well as the inspiration for its inputs and outputs, is inspired by the spatial correlation and the mapping relationship between wind loads and structural responses. Thus, the network inputs comprise a fusion of structural acceleration and inter-story displacement responses, while the network outputs represent the independent wind loads on structures. Notably, mismatch test is employed by the network, wherein the training and testing datasets originate from entirely different sources. Specifically, during training, Gaussian white noises that simulate wind loads are utilized, while real wind load data are used for testing. The generalization of the proposed scheme is demonstrated through the identification of full-field wind loads generated by different stationary or non-stationary wind spectra of the 76-story wind-excited benchmark building. Furthermore, the proposed scheme is validated by identifying the full-field wind loads of a 67-story shear wall structure with wind tunnel test data.
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