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

研究成果: Conference contribution

抄録

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.

本文言語English
ホスト出版物のタイトルProceedings of the International Colloquium on Stability and Ductility of Steel Structures, SDSS 2016
編集者Viorel Ungureanu, Dan Dubina
出版社European Convention for Constructional Steelwork
ページ811-818
ページ数8
ISBN(電子版)9789291471331
出版ステータスPublished - 2016 1月 1
イベントInternational Colloquium on Stability and Ductility of Steel Structures, SDSS 2016 - Timisoara, Romania
継続期間: 2016 5月 302016 6月 1

出版物シリーズ

名前Proceedings 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
国/地域Romania
CityTimisoara
Period16/5/3016/6/1

ASJC Scopus subject areas

  • 土木構造工学
  • 建築および建設
  • 安全性、リスク、信頼性、品質管理

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