Analysis of Flexural Buckling Capacity of Stainless Steel Columns under Axial Compression
In order to provide a basis for the compilation of the bending buckling stability part of axially compressed columns in the technical code for stainless steel structures, the design methods and experimental research data of similar components are collected and compared. The results showed that there...
Saved in:
Main Authors: | Yong Liang, Gapi Shu, Shaohua Li |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2022-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2022/4785034 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Strengthening of Steel Columns under Load: Torsional-Flexural Buckling
by: Martin Vild, et al.
Published: (2016-01-01) -
Bearing Capacity of Light-Steel Compound Section and Steel Columns under Axial Compression
by: Jianwen Li, et al.
Published: (2022-01-01) -
Calculation of Axial Compression Capacity for Square Columns Strengthened with HPFL and BSP
by: Hua Huang, et al.
Published: (2016-01-01) -
Elliptical FRP-Concrete-Steel Double-Skin Tubular Columns under Monotonic Axial Compression
by: Bing Zhang, et al.
Published: (2020-01-01) -
Behavior of Concrete-Filled Steel Tube Columns Subjected to Axial Compression
by: Pengfei Li, et al.
Published: (2018-01-01)