Shear resistance of exposed-type column base in steel braced frame

Hayato Asada, Shoichi Kishiki, Satoshi Yamada

Research output: Contribution to journalArticlepeer-review

1 Citation (Scopus)


Cyclic loading tests of column bases in steel braced frames were conducted. Based on the test results, shear resistances governed by concrete edge failure of column base with various anchor spacings and reinforcement patterns were evaluated. Post-concrete edge failure behavior were also discussed to evaluate ultimate shear resistant mechanism considering the contribution of reinforcements around anchor bolts. In addition, shear resistance determined by steel yielding of anchor bolts was discussed taking bearing resistance of anchor bolt into account.

Original languageEnglish
Pages (from-to)1347-1356
Number of pages10
JournalJournal of Structural and Construction Engineering
Issue number665
Publication statusPublished - 2011 Jul
Externally publishedYes


  • Anchor bolt yielding
  • Concrete edge failure
  • Exposed-type steel column base
  • Shear resistance
  • Steel braced frame

ASJC Scopus subject areas

  • Architecture
  • Building and Construction


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