Experimental and Numerical Investigation of Integrated Steel Shear Walls with Varying Web Width-to-Thickness Ratios
The cold-formed steel-framed shear wall sheathed with steel sheet is widely used as a lateral force-resisting system for light-framed construction. However, the boundary conditions of the screw joint are not clear when steel is screwed to the frame. To address this issue, experimental methods have b...
Saved in:
| Main Authors: | Doo-Yong Lee, Bong-Ho Cho, Dam-I. Jung |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2023-01-01
|
| Series: | Advances in Materials Science and Engineering |
| Online Access: | http://dx.doi.org/10.1155/2023/5264233 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Numerical study of the effect of the width-to-thickness ratio of incline strips on the behavior of slotted steel plate shear wall under cyclic loading
by: Mohammad Akram Faizy, et al.
Published: (2023-12-01) -
Study on the Temperature Model and Influence Effect of Uncovered Steel Box Girder with Large Height–Width Ratio and Straight Web Plate
by: Zengwu Liu, et al.
Published: (2025-05-01) -
Experimental Investigation of Steel Plate Shear Walls under Shear-Compression Interaction
by: Yang Lv, et al.
Published: (2019-01-01) -
Shear Force–Displacement Curve of a Steel Shear Wall Considering Compression
by: Yi Liu, et al.
Published: (2025-06-01) -
Numerical study on the cyclic behavior of the stiffened steel plate shear walls containing sandwich panels with corrugated core
by: Shuna Zhang, et al.
Published: (2025-02-01)