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OpenAlex Citation Counts

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OpenAlex is a bibliographic catalogue of scientific papers, authors and institutions accessible in open access mode, named after the Library of Alexandria. It's citation coverage is excellent and I hope you will find utility in this listing of citing articles!

If you click the article title, you'll navigate to the article, as listed in CrossRef. If you click the Open Access links, you'll navigate to the "best Open Access location". Clicking the citation count will open this listing for that article. Lastly at the bottom of the page, you'll find basic pagination options.

Requested Article:

Dynamic response prediction of high-speed train on cable-stayed bridge based on genetic algorithm and fused neural networks
Qian Zhang, Xiaopei Cai, Yilin Zhong, et al.
Engineering Structures (2024) Vol. 306, pp. 117869-117869
Closed Access | Times Cited: 11

Showing 11 citing articles:

A deep learning model for predicting the stochastic responses of vehicle-bridge system based on temporal convolutional network and Gaussian process
Xuhui He, Yan Zhao, Kang Shi, et al.
Engineering Structures (2025) Vol. 328, pp. 119745-119745
Closed Access | Times Cited: 1
Damage of interface between slab track bases and cable-stayed bridge under train load based on fatigue cohesion model
Qian Zhang, Xiaopei Cai, Tao Wang, et al.
Engineering Failure Analysis (2024) Vol. 161, pp. 108267-108267
Closed Access | Times Cited: 6
Hybrid point-interval prediction method for stochastic dynamic response of subsea umbilical cable based on BO-BiLSTM and adaptive bandwidth KDE
Qi Su, Hailong Lu, Xu Yin, et al.
Ocean Engineering (2025) Vol. 320, pp. 120317-120317
Closed Access
A Novel Hybrid Approach Combining PDEM and Bayesian Optimization Deep Learning for Stochastic Vibration Analysis in Train-Track-Bridge Coupled System
Jianfeng Mao, Zheng Li, Zhiwu Yu, et al.
Reliability Engineering & System Safety (2025), pp. 110827-110827
Closed Access
Impact assessment of excessive and undesirable deformations in cable-to-girder connections on the structural safety of the University cable-stayed bridge in Bydgoszcz (Poland)
Bartosz Sobczyk, Łukasz Pyrzowski, Mikołaj Miśkiewicz, et al.
Engineering Failure Analysis (2025), pp. 109400-109400
Closed Access
A novel preconditioned modified conjugate gradient method for vehicle–bridge moving force identification
Linjun Wang, Hongchun Wu, Chengsheng Luo, et al.
Structures (2025) Vol. 73, pp. 108322-108322
Closed Access
Research on Impact Coefficient of Railroad Large Span Steel Truss Arch Bridge Based on Vehicle–Bridge Coupling
Yipu Peng, B Jiang, Li Chen, et al.
Applied Sciences (2025) Vol. 15, Iss. 5, pp. 2542-2542
Open Access
Uncertainty Quantification in Predicting Seismic Response of High-speed Railway Simply-supported Bridge System Based on Bootstrap
Lingxu Wu, Wangbao Zhou, Tianxuan Zhong, et al.
Reliability Engineering & System Safety (2025), pp. 111006-111006
Closed Access
Sensitive components of temperature-induced track deformation on cable-stayed bridge impacting dynamic response of high-speed train based on deep learning
Qian Zhang, Xiaopei Cai, Jijun Wang, et al.
Engineering Applications of Artificial Intelligence (2025) Vol. 154, pp. 110967-110967
Closed Access
Dynamic Response Prediction of Railway Bridges Considering Train Load Duration Using the Deep LSTM Network
Sui Tan, Xiandong Ke, Zhixu Pang, et al.
Applied Sciences (2024) Vol. 14, Iss. 20, pp. 9161-9161
Open Access | Times Cited: 1
Integrating fast iterative filtering and ensemble neural network structure with attention mechanism for carbon price forecasting
Wang Zhong, Yue Wang, Haoran Wang, et al.
Complex & Intelligent Systems (2024) Vol. 11, Iss. 1
Open Access
Evolution of Mechanical States in New Prefabricated Slab Track During Self-Compacting Concrete Casting: A Full-Scale Experimental and Numerical Study
Ludong Wang, Xiangsheng Chen, Yanglong Zhong, et al.
(2024)
Closed Access
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