Behavior of eccentrically loaded square spiral-confined high-strength concrete-filled steel tube columns

Title
Behavior of eccentrically loaded square spiral-confined high-strength concrete-filled steel tube columns
Authors
Keywords
High-strength concrete, Concrete-filled steel tube (CFST), Eccentric column, Spiral confinement, Ductility, Stress–strain model, Fiber model analysis
Journal
ENGINEERING STRUCTURES
Volume 216, Issue -, Pages 110743
Publisher
Elsevier BV
Online
2020-05-16
DOI
10.1016/j.engstruct.2020.110743

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