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

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...

書誌詳細
主要な著者:	Zhong, Yukai, Jiang, Ke, Zhao, Ou
その他の著者:	School of Civil and Environmental Engineering
フォーマット:	Journal Article
言語:	English
出版事項:	2022
主題:	Engineering::Civil engineering Design Codes Eccentric Compression Tests
オンライン･アクセス:	https://hdl.handle.net/10356/161837

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