On Wind-Induced Vibration Respons of Tall Building with Wind-Structure Interaction

Abstract:

In order to reveal the structural dynamic characteristics in natural wind, multi-dimensional random wind load of tall building is simulated by using harmonic wave superposition method. Then the coupling dynamical equations of structural system are solved by using Wilson- integration method considering the coupling effect of wind-induced interaction. Based on the analysis, it is clear that the coupling of wind-structure is equivalent to the damping effect and the dynamic response of the structure has decreased, when taking the wind-structure interaction.

• Periodical: Advanced Materials Research (Volumes 163-167)
• Pages: 4385-4388
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.163-167.4385
• Online since: December 2010
• Authors: Wen Bo Bao, Yang Cui, Yu Yong Hu
• Keywords: High-Rise Building, Wind-Induced Vibration Response, Wind-Structure Interaction

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