Research Article
Axial Cyclic Testing of Concrete-Filled Steel Tube Columns in Diagrid Structures
Figure 9
│εs,t/εs,l│ ratio variation of HST-1. (a) │εs,t/εs,l│ ratio versus average axial load; (b) │εs,t/εs,l│ ratio versus average longitudinal strain.
| (a) |
| (b) |