Cyclic loading test for partial frames with new column support system for multi-story steel moment resisting structures to perform beam yielding mechanism

Katsunori Kaneda, Yoshihiro Kimura, Kenta Mutsukura, Haruyoshi Kadoya, Toru Watanabe, Kunihiro Takahashi

研究成果: ジャーナルへの寄稿学術論文査読

6 被引用数 (Scopus)

抄録

In our previous papers, the new column support system is suggested, and it is shown that the columns base for the steel moment resisting fbmes never yield during large earthquake by the dynamic analyses. In this paper, the cyclic loading tests are performed for the partial steel fbmes with the embedded column base or our proposal new column support system. The columns for the proposal support system are shown to keep elastic by the large plastic range of the frames such as the angle of 0.05, even though the columns for the embedded column base become as much plastic as the beams.

本文言語英語
ページ(範囲)1357-1366
ページ数10
ジャーナルJournal of Structural and Construction Engineering
76
665
DOI
出版ステータス出版済み - 2011 7月

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