Research Article
Analysis of Concrete-Filled Square Steel Tube Short Columns under Eccentric Loading
Figure 8
Contact stress for CFSST columns under eccentric loading (e = 0.5).
(a) S1-0.5
(b) S2-0.5
(c) S3-0.5
(d) S4-0.5
Contact stress for CFSST columns under eccentric loading (e = 0.5).