Wind Loads Simulation of Tall Building Structure Subjected to Wind-Structure Interaction
Wen Bo Bao, Yu Hu, Yang Cui
Abstract
Wen Bo Bao, Yu Hu, Yang Cui
Abstract
Wind is an important and complex load and an important basis in the structural analysis and the design of high-rise structure. Based on Davenport wind spectrum, multi-dimensional fluctuating wind and random wind load of tall building structure are simulated by using harmonic wave superposition method. To investigate the coupling effect of wind loads, wind-structure system is solved with Wilson-θ step-by-step numerical integration method, and the wind load of Tall building structure subjected to fluid-structure interaction. Turbulence intensity and its variation are presented in this paper.
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Wind is an important and complex load and an important basis in the structural analysis and the design of high-rise structure. Based on Davenport wind spectrum, multi-dimensional fluctuating wind and random wind load of tall building structure are simulated by using harmonic wave superposition method. To investigate the coupling effect of wind loads, wind-structure system is solved with Wilson-θ step-by-step numerical integration method, and the wind load of Tall building structure subjected to fluid-structure interaction. Turbulence intensity and its variation are presented in this paper.
Key concepts: Wind engineering, Structural engineering, Wind profile power law, Superposition principle, Engineering, Turbulence, Coupling (piping), Wind speed