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Locating and Quantifying Damage in Deck Type Arch Bridges Using Frequency Response Functions and Artificial Neural Networks

机译：使用频率响应函数和人工神经网络定位和量化甲板型拱桥的损坏

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N. Jayasundara; D. P. Thambiratnam; T. H. T. Chan; A. Nguyen;
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年度 2020
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1. Locating and Quantifying Damage in Deck Type Arch Bridges Using Frequency Response Functions and Artificial Neural Networks [J] . Jayasundara N., Thambiratnam D. P., Chan T. H. T., International journal of structural stability and dynamics . 2020,第10期

机译：使用频率响应函数和人工神经网络定位和量化甲板式拱桥损坏
2. Damage detection and quantification in deck type arch bridges using vibration based methods and artificial neural networks [J] . Engineering failure analysis . 2020,第期

机译：基于振动的方法和人工神经网络焊盘型拱桥损坏检测和定量
3. Damage Identification of a Concrete Arch Beam Based on Frequency Response Functions and Artificial Neural Networks [J] . V.V. Nguyen, U. Dackermann, J. Li, Electronic Journal of Structural Engineering . 2015,第2期

机译：基于频率响应函数和人工神经网络的混凝土拱梁损伤识别
4. AN ARTIFICIAL NEURAL NETWORK APPROACH TO STRUCTURAL DAMAGE DETECTION USING FREQUENCY RESPONSE FUNCTIONS [C] . Clinton R. Povich, Tae W. Lim AIAA/ASME Adaptive Structures Forum, Apr 21-22, 1994, Hilton Head, SC . 1994

机译：基于频率响应函数的结构损伤检测的人工神经网络方法
5. Artificial neural network models for the prediction of bridge deck condition ratings. [D] . Winn, Emily K. 2011

机译：人工神经网络模型用于预测桥面工况等级。
6. Structural Damage Localization and Quantification Based on a CEEMDAN Hilbert Transform Neural Network Approach: A Model Steel Truss Bridge Case Study [O] . Asma Alsadat Mousavi, Chunwei Zhang, Sami F. Masri, 2020

机译：基于CEEMDAN Hilbert变换神经网络方法的结构损伤定位和量化：钢桁架桥模型案例研究
7. Damage detection and quantification in deck type arch bridges using vibration based methods and artificial neural networks [O] . N. Jayasundara, D.P. Thambiratnam, T.H.T. Chan, 2020

机译：基于振动的方法和人工神经网络，甲板型拱桥损坏检测和定量

Locating and Quantifying Damage in Deck Type Arch Bridges Using Frequency Response Functions and Artificial Neural Networks

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