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

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

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

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.

Original languageEnglish
Title of host publicationLife-Cycle of Structural Systems
Subtitle of host publicationDesign, Assessment, Maintenance and Management - Proceedings of the 4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014
EditorsMitsuyoshi Akiyama, Hitoshi Furuta, Dan M. Frangopol
PublisherCRC Press/Balkema
Pages1771-1778
Number of pages8
ISBN (Print)9781138001206
Publication statusPublished - 2015 Jan 1
Event4th International Symposium on Life-Cycle Civil Engineering, IALCCE 2014 - Tokyo, Japan
Duration: 2014 Nov 162014 Nov 19

Publication series

NameLife-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

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