Eccentric compression performance of jointed precast concrete-encased concrete-filled steel tube columns with dry connections
Concrete-encased concrete-filled steel tube (CECFST) columns have recently been regarded as the optimum option for high-rise or heavy-loaded buildings due to superior structural resistance over traditional concrete-filled steel tube (CFST) and reinforced concrete (RC). Thus, in developed countries w...
Main Authors: | Zhu, Gaoming, Tan, Kang Hai |
---|---|
Other Authors: | School of Civil and Environmental Engineering |
Format: | Journal Article |
Language: | English |
Published: |
2024
|
Subjects: | |
Online Access: | https://hdl.handle.net/10356/180642 |
Similar Items
-
Experimental and numerical investigation on precast CECFST column-to-column connections subjected to axial and eccentric compression
by: Zhu, Gaoming, et al.
Published: (2023) -
Experimental study of ultra-high-performance fibre-reinforced concrete (UHPFRC)-encased CFST short columns under axial and eccentric compression
by: Du, Panwei, et al.
Published: (2024) -
Experimental, numerical study and design of concrete-encased concrete-filled steel tube columns and beam-column joints
by: Ma, Youxin
Published: (2022) -
Fire resistance of ultra-high performance concrete columns subjected to axial and eccentric loading
by: Li, Ye, et al.
Published: (2022) -
Progressive collapse behaviour of precast concrete structures with advanced joints
by: Nguyen, Van Hung
Published: (2024)