Semiactive structural-control based on variable slip-force level dampers

Akira Nishitani*, Yoshihiro Nitta, Yoshiki Ikeda

*この研究の対応する著者

研究成果: Article査読

32 被引用数 (Scopus)

抄録

This paper presents a semiactive control strategy based on variable slip-force level dampers. The proposed scheme controls only the slip-force level of the friction damper in such a way that the damper exhibits bilinear hysteresis with a ductility factor equal to two regardless of the level of seismic excitation. With a constant ductility factor maintained in any seismic event, the damper behaves like a linear system in response to any seismic excitation. For implementation of this scheme in multistory buildings, an -autonomous-decentralized type of control system is constructed. In such a control system, a number of subcontrol systems are present, each of which is controlled by the decentralizing or local controller utilizing local response information. The fundamental idea is first presented through the application of this control scheme to a single-degree-of-freedom structure. The extension of the scheme to a multistory building structure is then discussed. Finally, the feasibility of utilizing oil dampers for the proposed control strategy is experimentally examined.

本文言語English
ページ(範囲)933-940
ページ数8
ジャーナルJournal of Structural Engineering
129
7
DOI
出版ステータスPublished - 2003 12月 1

ASJC Scopus subject areas

  • 土木構造工学
  • 建築および建設
  • 材料科学(全般)
  • 材料力学
  • 機械工学

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