Impact testing of an arch model using tuned mass dampers with initial displacement

Susumu Yoshinaka, Yoshiya Taniguchi, Makoto Yamakawa

研究成果査読

1 被引用数 (Scopus)

抄録

We propose TMDs (Tuned mass dampers) with initial displacement that are possible to control initial transient responses effectively. In our previous study, we proposed the optimal design formulas of TMDs with initial displacement to control impulse responses focusing on modal damping ratios of two vibration modes and formulated the initial conditions of TMD displacement release. In this paper, we describe the vibration test using an arch model under impulse loading to verify the control performance of the proposed method experimentally. Then, we study the influence of different conditions about the length and the release time of TMD initial displacement on the control performance analytically.

本文言語English
ページ(範囲)735-745
ページ数11
ジャーナルJournal of Structural and Construction Engineering
81
722
DOI
出版ステータスPublished - 2016
外部発表はい

ASJC Scopus subject areas

  • 建築
  • 建築および建設

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