Seismic displacement control of baseisolated structures using complex stiffness model

Kohju Ikago; Norio Inoue

doi:10.3130/aijs.75.1653

Seismic displacement control of baseisolated structures using complex stiffness model

Kohju Ikago, Norio Inoue

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

3 Citations (Scopus)

Abstract

Study on frequency transfer characteristics of a displacement-dependent damper modeled by complex stiffness shows that it has advantage in reduction of base shear and maximum response acceleration of the superstructure of a base-isolated building compared with a conventional velocity-dependent damper such as an oil damper. To realize a displacement-dependent damper, a simple control rule to simulate the complex damping model for active or semi-active dampers is proposed.

Original language	English
Pages (from-to)	1653-1660
Number of pages	8
Journal	Journal of Structural and Construction Engineering
Volume	75
Issue number	655
DOIs	https://doi.org/10.3130/aijs.75.1653
Publication status	Published - 2010 Sep

Keywords

Complex damping
Displacement-dependent damper
Hilbert transform
Magneto-rheological fluid damper
Pseudo-complex-damping control rule

ASJC Scopus subject areas

Architecture
Building and Construction

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10.3130/aijs.75.1653

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abstract = "Study on frequency transfer characteristics of a displacement-dependent damper modeled by complex stiffness shows that it has advantage in reduction of base shear and maximum response acceleration of the superstructure of a base-isolated building compared with a conventional velocity-dependent damper such as an oil damper. To realize a displacement-dependent damper, a simple control rule to simulate the complex damping model for active or semi-active dampers is proposed.",

keywords = "Complex damping, Displacement-dependent damper, Hilbert transform, Magneto-rheological fluid damper, Pseudo-complex-damping control rule",

author = "Kohju Ikago and Norio Inoue",

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AU - Ikago, Kohju

AU - Inoue, Norio

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AB - Study on frequency transfer characteristics of a displacement-dependent damper modeled by complex stiffness shows that it has advantage in reduction of base shear and maximum response acceleration of the superstructure of a base-isolated building compared with a conventional velocity-dependent damper such as an oil damper. To realize a displacement-dependent damper, a simple control rule to simulate the complex damping model for active or semi-active dampers is proposed.

KW - Complex damping

KW - Displacement-dependent damper

KW - Hilbert transform

KW - Magneto-rheological fluid damper

KW - Pseudo-complex-damping control rule

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ER -

Seismic displacement control of baseisolated structures using complex stiffness model

Abstract

Keywords

ASJC Scopus subject areas

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