Abstract
Concrete filled steel tube(CFT) has outstanding deformation capacity and strength in comparison with reinforced concrete or steel tube. CFT drilled shaft, which is developed large shear force due to seismic load and soil liquefaction, is designed as large diameter. However, shear design equations of the current standards do not consider bond stress of CFT and it results in extremely conservative design. Currently, previous studies for improving shear equations scarcely exist and are impossible applied to large CFT drilled shafts since these studies focus on only small scale experimental research. In this study, eventually to propose improving shear equation of large diameter CFT, it is preliminary research to compare and investigate the previous studies and current standards.
| Translated title of the contribution | Investigation of Shear Design Expressions of Large-Diameter Concrete-Filled Steel Tubes(CFT) |
|---|---|
| Original language | Korean |
| Pages (from-to) | 399-410 |
| Number of pages | 12 |
| Journal | 한국강구조학회 논문집 |
| Volume | 27 |
| Issue number | 4 |
| DOIs | |
| State | Published - Aug 2015 |