The separated parallel decks design for long-span bridges can meet higher traffic demands, offering advantages in urban bridge design. However, when exposed to wind, the periodic wake shedding from the front bridge deck significantly affects the rear deck, leading to wake-induced vibrations (WIV). To address this issue, this study proposes and compares four models to comprehensively predict the wake-induced vibration of a long-span bridge with separated parallel nonidentical decks. The predictive capabilities of the four models for WIV are meticulously compared, and the reasons for the observed errors are analyzed. Ultimately, a model capable of accounting for the concurrent influences of wake-induced forces, instantaneous structural motion feedback, and non-linear self-excited forces is obtained. A series of wind tunnel tests are conducted to validate and evaluate the proposed models. Besides, this study encompasses an analysis of how structural damping and the deck layouts influence WIV. These findings bear substantial relevance to engineering practices confronted with similar challenges, thereby contributing to a deeper understanding of the intricate dynamics at play in such complex structural configurations.
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