Skip to content
RDL
Network
Ekosistem
Uygulama değiştir
EN
Hakkımızda
SSS
Giriş yap
Başla
Analysis and design of eccentrically compressed ultra-high-strength slender CFST circular columns — Dạo Phan (2020) | RDL Network
Back
Cite
Save
Save for later
Share
Home
Publications
Analysis and design of eccentrically compressed ultra-high-strength slender CFST circular columns
Shared by
Huu Tai Thai
University of Melbourne
Analysis and design of eccentrically compressed ultra-high-strength slender CFST circular columns
Article
2020
en
Authors
+1 more
DP
Dạo Phan
VP
Vipulkumar Ishvarbhai Patel
HA
Haider Al Abadi
Discussion
(0)
Sign in
to like and join the discussion.
No comments yet. Be the first to comment.
Related publications
Article
2018
Ultra-high strength circular short CFST columns: Axisymmetric analysis, behaviour and design
Vipulkumar Ishvarbhai Patel
,
M.F. Hassanein
,
Huu Tai Thai
,
Haider Al Abadi
,
Mohamed Elchalakani
,
Yongtao Bai
Article
2021
Behaviour and design of eccentrically loaded CFST columns with high strength materials and slender sections
Tan‐Trac Nguyen
,
Huu Tai Thai
,
Dongxu Li
,
Jia Wang
,
Brian Uy
,
Tuan Ngo
Article
2021
Behaviour and design of high strength CFST columns with slender sections
Tan‐Trac Nguyen
,
Huu Tai Thai
,
Tuan Ngo
,
Brian Uy
,
Dongxu Li
Chapter in a book
2023
Numerical Investigation of High-Strength CFST Columns with Slender Sections
T.T. Nguyen
,
Tuan Ngo
,
Huu Tai Thai
Article
2021
Simulation of uniaxially compressed square ultra-high-strength concrete-filled steel tubular slender beam-columns
Dạo Phan
,
Vipulkumar Ishvarbhai Patel
,
Qing Quan Liang
,
Haider Al Abadi
,
Huu Tai Thai
Discussion(0)
No comments yet. Be the first to comment.