2021
DOI: 10.1016/j.engstruct.2021.112387
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Unsteady aerodynamics on a tapered prism under forced excitation

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Cited by 20 publications
(9 citation statements)
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“…Given the relatively insignificant nature of along-wind aeroelastic effects (Chen et al, 2021b;Fu et al, 2022) and the generally positive values of along-wind aerodynamic damping ratios, which are favorable for structural wind-resistant design, this section mainly discusses local across-wind aeroelastic parameter coefficients under across-wind vibration.…”
Section: Local Aeroelastic Parameter Coefficientsmentioning
confidence: 99%
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“…Given the relatively insignificant nature of along-wind aeroelastic effects (Chen et al, 2021b;Fu et al, 2022) and the generally positive values of along-wind aerodynamic damping ratios, which are favorable for structural wind-resistant design, this section mainly discusses local across-wind aeroelastic parameter coefficients under across-wind vibration.…”
Section: Local Aeroelastic Parameter Coefficientsmentioning
confidence: 99%
“…Furthermore, backward-inclined prisms are more prone to negative aerodynamic damping than forward-inclined prisms. Furthermore, Chen et al(2021aChen et al( , 2021b investigated unsteady aerodynamics on a tapered prism and discovered a novel phenomenon termed "partial reattachment" in the separated shear layer, resulting in a discontinuous vortex shedding process. Song et al(2019) introduced an innovative bidirectional forced vibration apparatus and performed wind tunnel tests based on an engineering project.…”
Section: Introductionmentioning
confidence: 99%
“…The aerodynamic properties and flow surrounding these inclined building structures are particularly responsive to changes in cross-sectional geometry and boundary conditions. Consequently, researching wind resistance performance has become of paramount importance [1,2,3].…”
Section: Introductionmentioning
confidence: 99%
“…The findings demonstrate that the responses predicted by the aerodynamic forces on the aeroelastic model are in close concurrence with the experimental outcomes, whereas significant inconsistencies are detected in both the forced vibration and rigid models. Chen et al [1] analyzed the wind pressure distributions and unsteady force coefficients on the tapered model. The results demonstrated that the root mean square lift coefficient increases significantly with amplitudes of oscillation at low wind speeds, while at high wind speeds, the influence of structural oscillation is significantly reduced and the aerodynamic force is in a quasistatic state.…”
Section: Introductionmentioning
confidence: 99%
“…Several tall buildings are densely concentrated in modern cities, and they are near each other. The wind-induced response and aerodynamics, such as wind velocities and vectors around the buildings, wind pressures on surfaces, and wind loads, vary significantly among tall standalone structures [1][2][3][4][5][6][7]. Therefore, researchers have studied the wind velocities and vectors around numerous buildings using flow visualization or particle image velocimetry (PIV) [8][9][10].…”
Section: Introductionmentioning
confidence: 99%