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Develo** machine learning models for identifying the failure potential of fire-exposed FRP-strengthened concrete beams
The resilience of fiber-reinforced polymer (FRP)-strengthened concrete beams under fire
exposure is a critical aspect of structural engineering, with significant implications for safety …
exposure is a critical aspect of structural engineering, with significant implications for safety …
Research on friction-type bearings for high-speed railway bridges based on the concept of quasi-isolation
B Wei, X Wang, S Cao, L Jiang, Z Yang - Engineering Structures, 2025 - Elsevier
In order to effectively reduce the damage of the high-speed railway bridge structure during
the earthquake, this paper develops a friction bearing based on the concept of quasi …
the earthquake, this paper develops a friction bearing based on the concept of quasi …
Influence of masonry infills on seismic performance of BRB‐retrofitted low‐ductile RC frames
Reinforced concrete (RC) frames with masonry infills represent a prevalent construction
typology across the globe, including moderate to high seismic regions. Such structures are …
typology across the globe, including moderate to high seismic regions. Such structures are …
Investigating the predictive capabilities of ANN, RSM, and ANFIS in assessing the collapse potential of RC structures
A Sadeghpour, G Ozay - Arabian Journal for Science and Engineering, 2024 - Springer
The contemporary study delves into the evaluation of the proficiency of artificial neural
networks, response surface methodology (RSM), and adaptive neuro-fuzzy inference system …
networks, response surface methodology (RSM), and adaptive neuro-fuzzy inference system …
Application of multifractal spectrum to characterize the evolution of multiple cracks in concrete beams
C Li, M Cao, X Zhao, H Yang, Z Xu - Structures, 2024 - Elsevier
The quantitative characterization of concrete multiple cracks in fractal dimension is limited to
the holistic macroscopic characterization of a particular damage state only, and fails to …
the holistic macroscopic characterization of a particular damage state only, and fails to …
One novel block-type brace connector for retrofitting reinforced concrete frames
Y Zhang, C Zeng, G Xu - Engineering Structures, 2025 - Elsevier
Buckling-restrained braces are widely utilized for retrofitting existing reinforced concrete
frames. However, conventional plate-type brace connectors and joints often suffer damage …
frames. However, conventional plate-type brace connectors and joints often suffer damage …
Cyclic behavior of a replaceable LYP steel link with corrugated web: Parametrical analyses and design recommendations
In order to establish a rapid recoverable structural system in earthquake prone area, a novel
replaceable low yield point steel link with corrugated web (LCSW link), consisting of the low …
replaceable low yield point steel link with corrugated web (LCSW link), consisting of the low …
Quantification of uncertainty information in remaining useful life estimation
C Zhao, S **ang, S Hao, F Niu, K Li - Applied Mathematical Modelling, 2025 - Elsevier
Accurate remaining useful life prediction is crucial for prognostics and health management
of products. Model uncertainty is an important factor negatively affecting prediction …
of products. Model uncertainty is an important factor negatively affecting prediction …
Enhancing the overturning resistance capacity of high aspect ratio structure through hybrid base isolation and inter-storey isolation
J Zhang, Y Li, H Yang, X Ji, L Gu, W Li, B Wang… - Soil Dynamics and …, 2024 - Elsevier
The high-aspect ratio of structures is usually limited to a small range for base isolation (BI),
due to the necessity of ensuring resistance to overturning. This limitation restricts the …
due to the necessity of ensuring resistance to overturning. This limitation restricts the …
The role of non-structural components in the seismic reliability of concrete tunnel-form building structures: Multi-level and multi-objective approaches
Concluding from a review of the existing technical literature, the tunnel-form system exhibits
desirable seismic performance from a structural standpoint. However, effects of non …
desirable seismic performance from a structural standpoint. However, effects of non …