Research Article
Experimental Study of H-Shaped Honeycombed Stub Columns with Rectangular Concrete-Filled Steel Tube Flanges Subjected to Axial Load
Figure 18
Specimen load-displacement curves for different λs. (a) t1 = 2.3 mm. (b) t1 = 1.7 mm. (c) t1 = 3.8 mm.
| (a) |
| (b) |
| (c) |