Relation between plastic deformation capacity and cumulative plastic deformation capacity for H-shaped beams with local buckling

Atsushi Suzuki, Yoshihiro Kimura

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

Abstract

In general, the seismic capacity of H-shaped beams with local buckling is estimated by two main structural factors. One of them is the plastic deformation capacity in the skeleton curve, and the other is the cumulative hysteresis energy in cumulative hysteresis loops. Their correlation has not been shown even though each one has been individually used as the seis-mic capacity of the beams. In this paper, the correlation between the cumulative hysteresis energy and the plastic deformation capacity of H-shaped beams are experimentally investigat-ed in 11 test series and empirical equations based on the precious experimental results are suggested.

Original languageEnglish
Title of host publicationProceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016
EditorsViorel Ungureanu, Dan Dubina
PublisherEuropean Convention for Constructional Steelwork
Pages811-818
Number of pages8
ISBN (Electronic)9789291471331
Publication statusPublished - 2016 Jan 1
EventInternational Colloquium on Stability and Ductility of Steel Structures, SDSS 2016 - Timisoara, Romania
Duration: 2016 May 302016 Jun 1

Publication series

NameProceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016

Conference

ConferenceInternational Colloquium on Stability and Ductility of Steel Structures, SDSS 2016
CountryRomania
CityTimisoara
Period16/5/3016/6/1

ASJC Scopus subject areas

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

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  • Cite this

    Suzuki, A., & Kimura, Y. (2016). Relation between plastic deformation capacity and cumulative plastic deformation capacity for H-shaped beams with local buckling. In V. Ungureanu, & D. Dubina (Eds.), Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016 (pp. 811-818). (Proceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016). European Convention for Constructional Steelwork.