Behaviour of fixed-ended thin-walled steel channel columns with complex stiffeners
This thesis presents experimental and numerical investigations of fixed-ended cold-formed steel channel columns with complex-stiffeners. The complex stiffeners of the sections consist of simple lips with return lips. The channels are considered as thin-walled structural members. A series of channel...
Saved in:
Main Author: | Yan, Jintang |
---|---|
Other Authors: | Young, Ben |
Format: | Theses and Dissertations |
Language: | English |
Published: |
2008
|
Subjects: | |
Online Access: | http://hdl.handle.net/10356/12143 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Nanyang Technological University |
Language: | English |
Similar Items
-
Strength and behaviour of thin-walled cold-formed structural steel box columns
by: Chiew, Sing Ping., et al.
Published: (2008) -
Behaviour of stainless steel hexagonal and octagonal stub columns
by: Wong, Shawn Pi Ren
Published: (2023) -
Experimental and numerical studies of pin-ended S960 ultra-high strength steel press-braked channel section columns
by: Ong, Shao Quan
Published: (2019) -
Flexural buckling behaviour of stainless steel open section columns
by: Chong, Emily Yui Chian
Published: (2020) -
Behavior of flush end plate steel joints with sudden column removal
by: Udaya Pinasthikaswasti
Published: (2013)