Post-fire behaviour and capacity of high strength concrete-filled high strength steel tube (HCFHST) stub columns under combined compression and bending

The post-fire behaviour and capacity of high strength concrete-filled high strength steel tube (HCFHST) stub columns under combined compression and bending have been investigated through testing and numerical modelling and reported in this paper. Eccentric compression tests were conducted on eight s...

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Váldodahkkit: Zhong, Yukai, Jiang, Ke, Zhao, Ou
Eará dahkkit: School of Civil and Environmental Engineering
Materiálatiipa: Journal Article
Giella:English
Almmustuhtton: 2022
Fáttát:
Liŋkkat:https://hdl.handle.net/10356/161837

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