Aeroelastic instability and buffeting are two wind-induced phenomena for long-span bridges.
In the traditional method, aeroelastic instability and buffeting are analyzed separately. If …

Recent advancements of performance-based wind design of tall buildings have placed
increasing importance on effectively modeling of the nonlinear structural dynamic response …

Accurate evaluation of structural performance is necessary in modern tall building design. In
wind engineering, the current approach employed by researchers is the Monte-Carlo …

Traditionally, the structural turbulence-induced buffeting vibrations is analyzed along the
famous Davenport chain through turbulence, wind loads and structural response based on …

Accurate wind pressure analysis on high‐rise buildings is critical for wind load prediction.
However, traditional methods struggle with the inherent complexity and multiscale nature of …

Structural performance against wind hazards is necessary in modern tall building design. In
current wind engineering practice, most efforts focus on structural safety, such as the …

Conventionally, for turbulence-induced buffeting vibrations, the Gaussianity assumption is
applied to all three subsequent stages of turbulence, wind loads, and structural vibrations …

Recent studies have shown that wind fields with large turbulence intensity are frequently
observed in non-synoptic winds such as typhoons and hurricanes. The quadratic terms of …

For building service and strength design under wind load, torsional moment and response
(or torsional-wind load) is a main component. Several factors contribute to torsional-wind …

Fluctuating surface pressures on a bluff body exposed to a boundary layer flow generally
are characterized as a spatiotemporally varying random field. In this paper, a dynamic mode …