Experimental Analysis of Eccentric Compression Performance of Larch Wood-Steel Composite Columns
In this paper, a new steel-wood composite column with an H-shaped section was proposed. In order to form an H-shaped cross section, a larch board is fixed on the outer surface of the left and right edges of a hot-rolled H-beam by using physical connection. When the eccentricity is the same, eccentri...
Saved in:
Main Authors: | Junren Wang, Shaowei Duan, Jiewei He, Zhifeng Wang |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2019-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2019/3102416 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Experimental Study on the Bending Behavior of Steel-Wood Composite Beams
by: Shaowei Duan, et al.
Published: (2021-01-01) -
Experimental Study on Eccentric Compressive Performance of Concrete Column Strengthened with CFRP Grid Reinforced ECC Matrix
by: Kangjian Lin, et al.
Published: (2021-01-01) -
Bearing Behavior of H-Shaped Honeycombed Steel Web Composite Columns with Rectangular Concrete-Filled Steel Tube Flanges under Eccentrical Compression Load
by: Jing Ji, et al.
Published: (2022-01-01) -
Research on Carrying Capacity of T-Shaped Stiffened Concrete-Filled Steel Tubular Columns Subjected to Eccentrically Compressive Load
by: Yuanlong Yang, et al.
Published: (2021-01-01) -
Comparison of mechanical properties of recent and 400-year-old European larch wood
by: Enej Lipovec Zupanc, et al.
Published: (2021-09-01)