Derivation of a normalised failure surface for square CECFST columns embedded with circular steel tube: a unified approach
Concrete-Encased Concrete-Filled Steel Tube (CECFST) columns are a new type of composite columns that possess great strength, stiffness, ductility, corrosion and fire resistance. To fully realise their benefits, an accurate design approach of calculating the strength of these members is necessary. I...
Saved in:
Main Authors: | Ma, You-Xin, Tan, Kang Hai |
---|---|
其他作者: | School of Civil and Environmental Engineering |
格式: | Article |
語言: | English |
出版: |
2022
|
主題: | |
在線閱讀: | https://hdl.handle.net/10356/163243 |
標簽: |
添加標簽
沒有標簽, 成為第一個標記此記錄!
|
相似書籍
-
Behaviour of eccentrically loaded circular recycled aggregate concrete-filled stainless steel tube stub columns
由: Zhong, Yukai, et al.
出版: (2023) -
Jacketing of preloaded steel columns
由: Ong, K.C.G., et al.
出版: (2014) -
Fire behaviour of pin-ended concrete-encased concrete-filled steel tube (CECFST) slender columns under concentric and eccentric compression
由: Wu, Nuoxin, et al.
出版: (2025) -
Effect of preload and high strength fill material on the capacity of concrete filled tubes
由: GANESH RAM JEYARAMAN
出版: (2010) -
Behavior of precast CECFST column-to-column connection under compression
由: Lim, Jun Guang
出版: (2022)