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Kefeng Yue

Seismic performance of an energy dissipating shear key for highway bridges using butterfly-shaped steel plates
2023 · Kefeng Yue, Lueqin Xu, et al. · Engineering Structures · 29
Energy dissipation evaluation of butterfly-shaped steel plate shear keys under different loading protocols
2024 · Kefeng Yue, Lueqin Xu, et al. · Structures · 21
Experimental and Application Study on Underpinning Engineering of Bridge Pile Foundation
2018 · Lei Yan, Gang Wang, et al. · Advances in Civil Engineering · 17
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Shaking Table Test of High Pier and Small Radius Curved Bridge under Multi‐point Excitation
2021 · Lei Yan, Guo Li, et al. · Advances in Civil Engineering · 7
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Failure prediction of butterfly-shaped steel plate shear keys under cyclic loadings
2024 · Lueqin Xu, Kefeng Yue, et al. · Journal of Constructional Steel Research · 6
Effect of Shear Keys on the Quasi-Isolated Behavior of Small-to-Medium-Span Girder Bridges
2023 · Kefeng Yue, Lueqin Xu, et al. · Buildings · 5
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Analysis and Experimental Study on Shear Bearing Mechanism of Underpinning Beams Based on Truss-Arch Model
2020 · Kefeng Yue, Lei Yan · KSCE Journal of Civil Engineering · 5
Three-level quasi-isolation design method of small-to-medium-span girder bridges based on the principle of equivalent energy balance
2025 · Kefeng Yue, Lueqin Xu, et al. · Structures · 4
Experimental and Numerical Investigation on Pile Foundation Underpinning Structure System in Urban Overpass
2023 · Lei Yan, Xiaoying Gou, et al. · Materials · 3
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Analysis and Experimental Study on Bearing Capacity of “All‐Inclusive” Underpinning Joint
2020 · Kefeng Yue, Lei Yan · Advances in Civil Engineering · 2
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Seismic performance evaluation of quasi-isolated highway bridges through shaking table tests: A displacement-based design perspective
2026 · Kefeng Yue, Lueqin Xu, et al. · Engineering Structures
Earthquake Response Spectra Analysis of Bridges considering Pounding at Bilateral Beam Ends Based on an Improved Precise Pounding Algorithm
2021 · Ruijie Zhang, Lei Yan, et al. · Shock and Vibration
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Works count: 12
Citation count: 99
H-index: 5
I10-index: 3
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