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Fei CHEN
Fei CHEN
PhD candidate
Dirección de correo verificada de tongji.edu.cn - Página principal
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Lateral performance of self-centering steel–timber hybrid shear walls with slip-friction dampers: Experimental investigation and numerical simulation
Z Li, F Chen, M He, R Zhou, Y Cui, Y Sun, G He
Journal of Structural Engineering 147 (1), 04020291, 2021
492021
Experimental investigation on self-centering steel-timber hybrid beam-column connections
Z Li, F Chen, M He, W Long, J Ou, M Li
Journal of Structural Engineering 149 (3), 04022256, 2023
312023
Bolted joints for small and medium reticulated timber domes: experimental study, numerical simulation, and design strength estimation
Z Shu, Z Li, M He, F Chen, C Hu, F Liang
Archives of Civil and Mechanical Engineering 20, 1-24, 2020
202020
Probabilistic seismic performance assessment of timber-steel hybrid structures subjected to mainshock-aftershock sequences
Q Luo, M He, F Chen, Z Li
Soil Dynamics and Earthquake Engineering 141, 106532, 2021
192021
Seismic performance of self-centering steel-timber hybrid shear wall structures
F Chen, Z Li, M He, Y Wang, Z Shu, G He
Journal of Building Engineering 43, 102530, 2021
182021
Self-centering mass timber structures: A review on recent research progress
F Chen, M Li, Z Li
Engineering Structures 303, 117474, 2024
172024
Lateral performance of midply wood shear walls with anchor tie-down system: Experimental investigation and numerical simulation
S Guo, M He, Z Li, F Liang, F Chen, Y Sun, B Briseghella, G He
Construction and Building Materials 235, 117518, 2020
172020
Self‐centering steel–timber hybrid shear wall with slip friction dampers: Theoretical analysis and experimental investigation
Y Cui, Z Shu, R Zhou, Z Li, F Chen, Z Ma
The Structural Design of Tall and Special Buildings 29 (15), e1789, 2020
152020
Recovery testing of self-centering steel-timber hybrid beam-column connections
F Chen, M He, M Li, J Liu, Z Shu, Z Li
Construction and Building Materials 365, 130067, 2023
132023
Experimental testing of post-tensioned steel-timber hybrid frames equipped with energy-dissipating braces
F Chen, Z Li, M Li, Z Shu
Engineering Structures 296, 116960, 2023
92023
Bending performance of nail laminated timber: Experimental, analytical and numerical analyses
Z Li, W Feng, M He, F Chen, X Sun
Construction and Building Materials 389, 131766, 2023
92023
Self-centering steel–timber hybrid shear wall: Experimental test and parametric analysis
Y Cui, F Chen, Z Li, X Qian
Materials 13 (11), 2518, 2020
62020
Hysteretic Performance of Self-centering Glulam Beam-To-Column Connections with Steel Core Panel Zone
Z Li, F Chen, X Sun, Z Shu, M He
International Conference on Green Building, Civil Engineering and Smart City …, 2022
22022
Lateral performance of self-centering steel-timber experimental investigation and numerical simulation
Z Li, F Chen, M He, R Zhou, Y Cui, Y Sun, G He
JOURNAL OF STRUCTURAL ENGINEERING 147 (1), 2021
22021
Experimental investigation into the lateral performance of post-tensioned steel-timber hybrid frame with tension-only braces
Z Li, F Chen, M Li, F Lam, M He
Engineering Structures 325, 119390, 2025
12025
Direct displacement-based design and seismic performance evaluation of post-tensioned steel-timber hybrid frames equipped with braces
F Chen, M Li, M He, Z Li
Journal of Building Engineering 99, 111660, 2025
2025
Numerical Simulation and Parametric Analysis of Posttensioned C-Shaped CLT Shear Walls
F Chen, JR Brown, Z Li, M Li
Journal of Structural Engineering 151 (1), 04024198, 2025
2025
Corrigendum to “Experimental testing of post-tensioned steel-timber hybrid frames equipped with energy-dissipating braces”[Eng. Struct. 296 (2023) 116960]
F Chen, Z Li, M Li, Z Shu
Engineering Structures 298, 117097, 2024
2024
NUMERICAL MODELLING OF LOW-DAMAGE POST-TENSIONED SINGLE, DOUBLE AND C-SHAPED CLT SHEAR WALLS
F Chen, M Li, Z Li, JR Brown
PRELIMINARY STUDY ON THE TENSION-ONLY BRACED SELF-CENTERING STEEL-TIMBER HYBRID FRAME
F Chen, M Li, M He, Z Li
El sistema no puede realizar la operación en estos momentos. Inténtalo de nuevo más tarde.
Artículos 1–20