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Reliability analysis of circular concrete-filled steel tube with material and geometrical nonlinearity

โœ Scribed by Xu, Tengfei; Xiang, Tianyu; Zhan, Yulin; Zhao, Renda

Book ID
121620270
Publisher
Springer-Verlag
Year
2012
Tongue
English
Weight
334 KB
Volume
20
Category
Article
ISSN
2095-087X

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This paper presents the behaviour and design of axially loaded concrete-filled steel tube circular stub columns. The study was conducted over a wide range of concrete cube strengths ranging from 30 to 110 MPa. The external diameter of the steel tube-to-plate thickness (D/t) ratio ranged from 15 to 8