Modelling of elastic damping in nonlinear time-history analyses of cantilever RC walls

Eleni Smyrou; M. J.Nigel Priestley; Athol J. Carr

doi:10.1007/s10518-011-9286-y

Modelling of elastic damping in nonlinear time-history analyses of cantilever RC walls

Eleni Smyrou, M. J.Nigel Priestley, Athol J. Carr

Earthquake Resistant Structures & Promising Groningen

Research output: Contribution to journal › Article › Academic › peer-review

Abstract

Damping constitutes a major source of uncertainty in dynamic analysis and an open issue to experimental and analytical research. After a thorough review of the current views and approaches existing in literature on damping and its appropriate modelling, this paper focuses on the implications of the available modelling options on analysis. As result of a series of considerations, a damping modelling solution for nonlinear dynamic analyses of cantilever RC walls is suggested within the frame of Direct Displacement-Based Design, supported by comparative analyses on wall structures.

Original language	English
Pages (from-to)	1559-1578
Journal	Bulletin of Earthquake Engineering
Volume	9
Issue number	5
DOIs	https://doi.org/10.1007/s10518-011-9286-y
Publication status	Published - 31 May 2011

Keywords

cantilever walls
damping modelling
direct displacement-based Design
nonlinear time-history

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http://www.mendeley.com/research/modelling-elastic-damping-nonlinear-timehistory-analyses-cantilever-rc-walls

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abstract = "Damping constitutes a major source of uncertainty in dynamic analysis and an open issue to experimental and analytical research. After a thorough review of the current views and approaches existing in literature on damping and its appropriate modelling, this paper focuses on the implications of the available modelling options on analysis. As result of a series of considerations, a damping modelling solution for nonlinear dynamic analyses of cantilever RC walls is suggested within the frame of Direct Displacement-Based Design, supported by comparative analyses on wall structures.",

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AU - Carr, Athol J.

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Y1 - 2011/5/31

N2 - Damping constitutes a major source of uncertainty in dynamic analysis and an open issue to experimental and analytical research. After a thorough review of the current views and approaches existing in literature on damping and its appropriate modelling, this paper focuses on the implications of the available modelling options on analysis. As result of a series of considerations, a damping modelling solution for nonlinear dynamic analyses of cantilever RC walls is suggested within the frame of Direct Displacement-Based Design, supported by comparative analyses on wall structures.

AB - Damping constitutes a major source of uncertainty in dynamic analysis and an open issue to experimental and analytical research. After a thorough review of the current views and approaches existing in literature on damping and its appropriate modelling, this paper focuses on the implications of the available modelling options on analysis. As result of a series of considerations, a damping modelling solution for nonlinear dynamic analyses of cantilever RC walls is suggested within the frame of Direct Displacement-Based Design, supported by comparative analyses on wall structures.

KW - cantilever walls

KW - damping modelling

KW - direct displacement-based Design

KW - nonlinear time-history

KW - bouwkunde

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DO - 10.1007/s10518-011-9286-y

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JO - Bulletin of Earthquake Engineering

JF - Bulletin of Earthquake Engineering

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ER -

Modelling of elastic damping in nonlinear time-history analyses of cantilever RC walls

Abstract

Keywords

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