連層耐震壁を有する RC 造ラーメン架構の残存耐震性能評価法と縮小試験体の振動台実験による検証

Kisho Fujita, Kota Miura, Yu Tabata, Masaki Maeda, Alex Shegay, Matsutaro Seki

研究成果: Article査読

抄録

Evaluation of the residual capacity of RC structures damaged by earthquakes is necessary in judging the safety level of buildings. This paper proposes a method for evaluating the residual seismic capacity by accounting for differences in member deformation capacities. Within this study, a shake-table test of a 4-story RC structure with shear walls was conducted. The residual seismic capacity of the structure was evaluated and the validity was verified. The results show that the proposed residual capacity evaluation methods were able to capture the general tendency of the experimental results.

寄稿の翻訳タイトルPost-earthquake capacity evaluation of RC frame structures with multi-story flexural walls
本文言語Japanese
ページ(範囲)1084-1094
ページ数11
ジャーナルJournal of Structural and Construction Engineering
86
785
DOI
出版ステータスPublished - 2021

Keywords

  • Dynamic analysis
  • Internal work
  • Multi-story shear wall
  • Post-earthquake capacity evaluation
  • RC moment frame
  • Shake-table test

ASJC Scopus subject areas

  • 建築
  • 建築および建設

フィンガープリント

「連層耐震壁を有する RC 造ラーメン架構の残存耐震性能評価法と縮小試験体の振動台実験による検証」の研究トピックを掘り下げます。これらがまとまってユニークなフィンガープリントを構成します。

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