Research Article
Axial Cyclic Testing of Concrete-Filled Steel Tube Columns in Diagrid Structures
Figure 10
│εs,t/εs,l│ ratio variation of CFST-3. (a) │εs,t/εs,l│ ratio versus average axial load; (b) │εs,t/εs,l│ ratio versus average longitudinal strain.
(a) |
(b) |