Hysteretic response of an innovative blind bolted endplate connection to concrete filled tubular columns

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Hysteretic response of an innovative blind bolted endplate connection to concrete filled tubular columns

Concrete filled steel tubular (CFT) columns can employ the advantages of both materials: steel and concrete. Connection to such columns, however, is problematic. This is especially so if the required connection is both bolted and moment-resisting. To address this issue, a novel blind-bolted and mo...

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Bibliographic Details
Main Author:	Wang, Zhiyu
Format:	Thesis (University of Nottingham only)
Language:	English
Published:	2012
Subjects:	Concrete-filled tubes Bolted joints Tubular steel structures Extended Hollobolt Cyclic loading
Online Access:	https://eprints.nottingham.ac.uk/14489/

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