Zilong Ti

Dr. Zilong Ti


Research Focus & Metrics

Academic Career Length

10Years (2017-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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9 November 2024 in Applied Energy
Verified
Journal Article
Closed access
QWQiulei Wang
Qiulei Wang
Zilong TiZilong Ti
Zilong Ti
SYShanghui Yang
Shanghui Yang
KYKun Yang
Kun Yang
Jiaji WangJiaji Wang
Jiaji Wang
Xiaowei DengXiaowei Deng
Xiaowei Deng


23 January 2024 in Ocean Engineering
Verified
Journal Article
Closed access
HWHao Wang
Hao Wang
Zilong TiZilong Ti
Zilong Ti

11 March 2024 in Ocean Engineering
Verified
Journal Article
Closed access
Zilong TiZilong Ti
Zilong Ti
HWHao Wang
Hao Wang

27 December 2022 in Ocean Engineering
Verified
Journal Article
Closed access
Zilong TiZilong Ti
Zilong Ti
HYHengrui You
Hengrui You

1 May 2025 in Physics of Fluids
Verified
Journal Article
Closed access
YSYubing Song
Yubing Song
Zilong TiZilong Ti
Zilong Ti
HDHao Deng
Hao Deng
YLYongle Li
Yongle Li
Given the significant influence of wave propagation on the airflow structures and aerodynamic behavior of sea-crossing bridge decks, understanding the effects of the dynamic wave boundary layer (WBL) on vortex-induced vibration (VIV) is crucial. This study proposes a numerical simulation framework to investigate how dynamic WBL impacts VIV characteristics of sea-crossing bridge decks. A wave-following mesh scheme with periodic boundary conditions generates homogeneous dynamic WBL airflows. These validated flow conditions are integrated into a two-dimensional unsteady Reynolds-averaged Navier–Stokes (URANS) simulation incorporating fluid–structure interaction to analyze the VIV response of a sea-crossing bridge deck. Simulation results reveal that the oscillatory wind field induced by waves alters vortex shedding and deck surface pressure distribution, thereby disrupting VIV onset conditions and reducing its amplitude. Specifically, as the deck approaches the wave surface, the influence of waves on the aerodynamic performance of the deck becomes more pronounced, leading to a reduction in VIV amplitude with decreasing deck-wave clearance. Notably, under wind speeds outside the VIV range, dynamic WBL induces forced deck vibrations. In such cases, deck vibration frequency and phase synchronize with wave motion, and reduced deck-wave clearance amplifies forced vibration amplitude.