Soil-structure-damper interaction under wind loading

You Lin Xu; K. C S Kwok

Soil-structure-damper interaction under wind loading

Research output: Chapter in book / Conference proceeding › Conference article published in proceeding or book › Academic research › peer-review

1 Citation (Scopus)

Abstract

Theoretical investigation is presented for the wind-induced motion of tall/slender structures equipped with tuned mass dampers, taking into account the effect of soil compliancy under the footing. A transfer matrix formulation is 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 structure, the nature of the excitation and the type of the structural response.

Original language	English
Title of host publication	Computational Mechanics
Publisher	Publ by A.A. Balkema
Pages	529-534
Number of pages	6
ISBN (Print)	9054100303
Publication status	Published - 1 Dec 1991
Externally published	Yes
Event	Proceedings of the Asian Pacific Conference on Computational Mechanics - Hong Kong, Hong Kong Duration: 11 Dec 1991 → 13 Dec 1991

Conference

Conference	Proceedings of the Asian Pacific Conference on Computational Mechanics
Country/Territory	Hong Kong
City	Hong Kong
Period	11/12/91 → 13/12/91

ASJC Scopus subject areas

General Engineering

Cite this

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title = "Soil-structure-damper interaction under wind loading",

abstract = "Theoretical investigation is presented for the wind-induced motion of tall/slender structures equipped with tuned mass dampers, taking into account the effect of soil compliancy under the footing. A transfer matrix formulation is 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 structure, the nature of the excitation and the type of the structural response.",

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AU - Xu, You Lin

AU - Kwok, K. C S

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AB - Theoretical investigation is presented for the wind-induced motion of tall/slender structures equipped with tuned mass dampers, taking into account the effect of soil compliancy under the footing. A transfer matrix formulation is 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 structure, the nature of the excitation and the type of the structural response.

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M3 - Conference article published in proceeding or book

SN - 9054100303

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BT - Computational Mechanics

PB - Publ by A.A. Balkema

T2 - Proceedings of the Asian Pacific Conference on Computational Mechanics

Y2 - 11 December 1991 through 13 December 1991

ER -

Soil-structure-damper interaction under wind loading

Abstract

Conference

ASJC Scopus subject areas

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