Post-local buckling failure of slender and over-design circular CFT columns with high-strength materials

Published 2020 View Full Article

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Title
Post-local buckling failure of slender and over-design circular CFT columns with high-strength materials
Authors
Keywords
Seismic behavior, Concrete filled steel tube, High-strength materials, Cyclic local buckling, Fiber element modeling
Journal
ENGINEERING STRUCTURES
Volume 210, Issue -, Pages 110197
Publisher
Elsevier BV
Online
2020-03-20
DOI
10.1016/j.engstruct.2020.110197

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