Wagner term in flexural-torsional buckling of thin-walled open-profile columns
10.1016/0141-0296(95)00112-3
Saved in:
Main Authors: | Alwis, W.A.M., Wang, C.M. |
---|---|
Other Authors: | CIVIL ENGINEERING |
Format: | Article |
Published: |
2014
|
Subjects: | |
Online Access: | http://scholarbank.nus.edu.sg/handle/10635/66395 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | National University of Singapore |
Similar Items
-
Flexural buckling of laser-welded stainless steel T-section columns
by: Zhong, Yukai, et al.
Published: (2023) -
Continuum shell model for buckling of armchair carbon nanotubes under compression or torsion
by: Chowdhury, A.N.R., et al.
Published: (2014) -
STABILITY OF STEEL BOX COLUMNS SUBJECT TO LOCAL BUCKLING
by: CHIEW SING PING
Published: (2019) -
Experimental and numerical investigations of hot-rolled stainless steel channel section columns susceptible to flexural buckling
by: Li, Shuai, et al.
Published: (2022) -
Flexural buckling behaviour of high-chromium stainless steel welded I-section columns
by: Sun, Yao, et al.
Published: (2022)