Fangfang Geng 
- (2024): Weakly Supervised Fatigue Crack Detection in Steel Bridge Girders Using a Proposed Two-Stage Network Training with a Segmentation Refinement Module. Dans: Structural Control and Health Monitoring, v. 2024 (janvier 2024).
- (2023): Probabilistic seismic performance assessment of low-damage self-recovering prefabricated concrete frame subjected to near-field pulse-like earthquakes. Dans: Structures, v. 55 (septembre 2023).
- (2023): Design procedure and seismic response of low-damage self-centering precast concrete frames. Dans: Soil Dynamics and Earthquake Engineering, v. 166 (mars 2023).
- (2022): Optimization Analysis of Hysteretic Dampers Design Parameters on Seismic Performance of a Novel Self-Centering Prefabricated Concrete Frame. Dans: Journal of Earthquake Engineering, v. 27, n. 11 (septembre 2022).
- (2022): Automatic pixel-level detection and measurement of corrosion-related damages in dim steel box girders using Fusion-Attention-U-net. Dans: Journal of Civil Structural Health Monitoring, v. 13, n. 1 (octobre 2022).
- (2022): Quasi-Static Influence Line Identification and Damage Identification of Equal-Span Bridges Based on Measured Vehicle-Induced Deflection. Dans: The Baltic Journal of Road and Bridge Engineering, v. 17, n. 2 (juin 2022).
- (2022): CFRP strengthening of fatigue cracks at U-rib to diaphragm welds in orthotropic steel bridge decks: Experimental study, optimization, and decision-making. Dans: Structures, v. 43 (septembre 2022).
- (2020): Fatigue failure and optimization of double-sided weld in orthotropic steel bridge decks. Dans: Engineering Failure Analysis, v. 116 (octobre 2020).
- (2023): Digital Twin-driven framework for fatigue lifecycle management of steel bridges. Dans: Structure and Infrastructure Engineering, v. 19, n. 12 (avril 2023).
- (2021): Seismic performance enhancing of novel self-centering precast concrete frame using replaceable hysteretic dampers. Dans: Journal of Building Engineering, v. 42 (octobre 2021).
- (2021): Experimental Study on Earthquake Resilience of Low-Damage Self-Centering Precast Concrete Frame Connections. Dans: Journal of Earthquake Engineering, v. 26, n. 13 (octobre 2021).
- (2021): Experimental investigation and seismic response behavior of a self-centering precast concrete frame with hysteretic dampers. Dans: Engineering Structures, v. 240 (août 2021).
- (2021): Digital Twin-driven framework for fatigue life prediction of steel bridges using a probabilistic multiscale model: Application to segmental orthotropic steel deck specimen. Dans: Engineering Structures, v. 241 (août 2021).
- (2021): Design optimization of low‐damage self‐centering precast concrete frame connections to improve energy dissipation capacity. Dans: The Structural Design of Tall and Special Buildings, v. 30, n. 8 (10 juin 2021).
- (2021): Parametric Study on Self-centering Precast Concrete Frames with Hysteretic Dampers. Dans: Periodica Polytechnica Civil Engineering, v. 65, n. 3 ( 2021).
- (2021): Influence of mild steel damper design parameters on energy dissipation performance of low-damage self-centering precast concrete frame connections. Dans: Soil Dynamics and Earthquake Engineering, v. 144 (mai 2021).
- (2014): Influence of structural system measures on the dynamic characteristics of a multi-span cable-stayed bridge. Dans: Structural Engineering and Mechanics, v. 52, n. 1 (octobre 2014).
- (2020): Digital modeling on the nonlinear mapping between multi‐source monitoring data of in‐service bridges. Dans: Structural Control and Health Monitoring, v. 27, n. 11 (4 octobre 2020).
- (2020): Experimental and numerical study of low-damage self-centering precast concrete frame connections with replaceable dampers. Dans: Engineering Structures, v. 220 (octobre 2020).
- (2014): Passive control system for seismic protection of a multi-tower cable-stayed bridge. Dans: Earthquakes and Structures, v. 6, n. 5 (mai 2014).
- (2019): Seismic response of self-centering precast concrete frames with hysteretic dampers. Dans: The Structural Design of Tall and Special Buildings, v. 28, n. 8 (10 juin 2019).
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