The conventional target for self-excited gallo**/flutter control of a civil structure often
focuses on the critical wind speed. In the present work, a nonlinear control target is …

The nonlinear effects exhibited by structures under the action of wind loads have gradually
stepped into the vision of wind-resistant researchers. By summarizing the prominent wind …

A quantitative analysis of the wind-induced post-critical performance of bridge decks is
presented in order to highlight the underlying wind-resistant capacity after the critical wind …

This paper presents a comprehensive study of nonlinear flutter characteristics of a bridge
deck section through free vibration wind tunnel testing and theoretical analysis. The section …

This study proposes a general modeling framework for large-amplitude vertical-torsional
coupled nonlinear flutter, which may have great potential to be applicable to most bridge …

Rectangular cylinders have been identified as ideal bluff bodies for gallo**-based energy
harvesting, while a systematic study of the effects of the side ratio (ie, the ratio between the …

Due to the strong nonlinear properties of the entire flutter process including growth stages,
decay stages and steady limit cycle oscillations (LCOs), the generalization of the self-excited …

The nonlinear aeroelastic behavior of a typical bluff bridge section, ie, open twin-side-girder
bridge deck, was investigated through a series of spring-suspended sectional model …

The wind characteristics as well as the flutter performance of a long-span suspension bridge
located in a deep-cutting gorge terrain were investigated in the present study. To address …

Based on amplitude-dependent flutter derivatives (FDs), the present study established three-
dimensional (3D) nonlinear flutter analysis methods, including a multimode and a full-mode …