Abstract
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 language | English |
|---|---|
| Pages (from-to) | 1347-1356 |
| Number of pages | 10 |
| Journal | Journal of Structural and Construction Engineering |
| Volume | 76 |
| Issue number | 665 |
| DOIs | |
| Publication status | Published - 2011 Jul |
| Externally published | Yes |
Keywords
- Anchor bolt yielding
- Concrete edge failure
- Exposed-type steel column base
- Shear resistance
- Steel braced frame
ASJC Scopus subject areas
- Architecture
- Building and Construction