Wind-induced response of soil-structure-damper systems

You Lin Xu; K. C.S. Kwok

doi:10.1016/0167-6105(92)90632-K

Wind-induced response of soil-structure-damper systems

You Lin Xu
, K. C.S. Kwok

Research output: Journal article publication › Journal article › Academic research › peer-review

36 Citations (Scopus)

Abstract

The wind-induced motion of tall/slender structures equipped with tuned mass dampers was investigated, taking into account the effect of soil compliancy under the footing. A transfer matrix formulation was used to analyse the soil-structure-mass damper interaction in the frequency domain. Numerical examples show that soil compliancy will affect structural responses and the effectiveness of tuned mass dampers, depending on the properties of the soil, the properties of the structurem the nature of the excitation and the type of structural response.

Original language	English
Pages (from-to)	2057-2068
Number of pages	12
Journal	Journal of Wind Engineering and Industrial Aerodynamics
Volume	43
Issue number	1-3
DOIs	https://doi.org/10.1016/0167-6105(92)90632-K
Publication status	Published - 1 Jan 1992
Externally published	Yes

UN SDGs

This output contributes to the following UN Sustainable Development Goals (SDGs)

SDG 7 Affordable and Clean Energy

ASJC Scopus subject areas

Civil and Structural Engineering
Renewable Energy, Sustainability and the Environment
Mechanical Engineering

More information

10.1016/0167-6105(92)90632-K

Cite this

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Wind-induced response of soil-structure-damper systems

Abstract

UN SDGs

ASJC Scopus subject areas

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