Seismic intensity measure in consideration of nonlinear response of reinforced concrete columns

H. Matsuzaki, K. Kasahara, K. Nemoto, M. Suzuki

研究成果: Conference contribution

抄録

A seismic intensity measure considering the maximum input energy during the half of natural period of structure was proposed and its application to reinforced concrete bridge columns was shown in this paper. It was shown that the proposed intensity measure has better agreement with the peak nonlinear response displacement of reinforced concrete columns as compared with PGA, PGV, response acceleration at the fundamental natural period related to the yield stiffness and SI.

本文言語English
ホスト出版物のタイトルLife-Cycle of Structural Systems
ホスト出版物のサブタイトルDesign, Assessment, Maintenance and Management - Proceedings of the 4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014
編集者Mitsuyoshi Akiyama, Hitoshi Furuta, Dan M. Frangopol
出版社CRC Press/Balkema
ページ1771-1778
ページ数8
ISBN(印刷版)9781138001206
出版ステータスPublished - 2015 1 1
イベント4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014 - Tokyo, Japan
継続期間: 2014 11 162014 11 19

出版物シリーズ

名前Life-Cycle of Structural Systems: Design, Assessment, Maintenance and Management - Proceedings of the 4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014

Other

Other4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014
CountryJapan
CityTokyo
Period14/11/1614/11/19

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Safety, Risk, Reliability and Quality

フィンガープリント 「Seismic intensity measure in consideration of nonlinear response of reinforced concrete columns」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。

引用スタイル