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    Nonlinear Vibration Characteristics of Bridge Deck Section Models in Still Air 

    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 009
    Author(s): Zhang Mingjie;Xu Fuyou
    Publisher: American Society of Civil Engineers
    Abstract: The mechanical stiffness and damping coefficients of a spring-suspended deck section model in still air are conventionally assumed to be constants and can be extracted through free decay vibrations. The extracted stiffness ...
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    Symplectic Method for Natural Modes of Beams Resting on Elastic Foundations 

    Source: Journal of Engineering Mechanics:;2018:;Volume ( 144 ):;issue: 004
    Author(s): Li Xiaojiao;Xu Fuyou;Zhang Zhe
    Publisher: American Society of Civil Engineers
    Abstract: This paper proposes a new symplectic method for obtaining the natural frequencies and modes of beams resting on elastic foundations. A generalized Hamiltonian functional is first derived via the Lagrange multiplier method, ...
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    A Novel Tuned Mass Damper with Negative Stiffness Mechanism for Low-Frequency Vertical Vibration Control 

    Source: Journal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 005:;page 04026051-1
    Author(s): Zhang, Mingjie; Lu, Heng; Xu, Fuyou; Wang, Miaomin
    Publisher: American Society of Civil Engineers
    Abstract: AbstractConventional tuned mass dampers (TMDs) require substantial static displacement when designed for low-frequency vertical vibration control, which poses major challenges in applications where installation space and ...
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    Numerical Simulation of Aerostatic Force Coefficients of Bridge Decks Using Continuous Torsional Motion Technique 

    Source: Journal of Aerospace Engineering:;2018:;Volume ( 031 ):;issue: 005
    Author(s): Ying Xuyong;Xu Fuyou;Zhang Mingjie;Zhang Zhe
    Publisher: American Society of Civil Engineers
    Abstract: A low-frequency continuous torsional motion technique (CTMT) is presented to efficiently extract the aerostatic force coefficients (AFCs) of bridge decks. In contrast to the conventional numerical simulations at a series ...
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    Measurement of Wind Effects on a Kilometer-Level Cable-Stayed Bridge during Typhoon Haikui 

    Source: Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 009
    Author(s): Wang Hao;Tao Tianyou;Gao Yuqi;Xu Fuyou
    Publisher: American Society of Civil Engineers
    Abstract: Because of the significant position of long-span cable-supported bridges in land transportation, the typhoon wind effects on these slender structures attract intensive attention in engineering communities. This paper ...
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    Three-Dimensional Flutter Analysis of Aeroelastic Models of Bridge Decks Based on Large-Eddy Simulations 

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 010:;page 04025159-1
    Author(s): Zhang, Zhanbiao; Xu, Fuyou; Liu, Zhiwen; Wang, Qi; Zhang, Mingjie
    Publisher: American Society of Civil Engineers
    Abstract: AbstractIn light of the limitations of traditional methods based on a sectional deck model in predicting full-bridge flutter responses, a fluid–structure-interaction simulation method for directly solving the three-dimensional ...
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