Cyclic loading test for partial frames with new column support system for multi-story steel moment resisting structures to perform beam yielding mechanism

Katsunori Kaneda, Yoshihiro Kimura, Kenta Mutsukura, Haruyoshi Kadoya, Toru Watanabe, Kunihiro Takahashi

Research output: Contribution to journalArticlepeer-review

2 Citations (Scopus)

Abstract

In our previous papers, the new column support system is suggested, and it is shown that the columns base for the steel moment resisting fbmes never yield during large earthquake by the dynamic analyses. In this paper, the cyclic loading tests are performed for the partial steel fbmes with the embedded column base or our proposal new column support system. The columns for the proposal support system are shown to keep elastic by the large plastic range of the frames such as the angle of 0.05, even though the columns for the embedded column base become as much plastic as the beams.

Original languageEnglish
Pages (from-to)1357-1366
Number of pages10
JournalJournal of Structural and Construction Engineering
Volume76
Issue number665
DOIs
Publication statusPublished - 2011 Jul

Keywords

  • Column support system
  • Column yield
  • Cyclic loading test
  • Hysteresis energy
  • Partial steel frames

ASJC Scopus subject areas

  • Architecture
  • Building and Construction

Fingerprint Dive into the research topics of 'Cyclic loading test for partial frames with new column support system for multi-story steel moment resisting structures to perform beam yielding mechanism'. Together they form a unique fingerprint.

Cite this