Semi-rigid composite beam-to-column joints for cold-formed steel frames: experimental and numerical study.
An experimental and numerical study was performed to evaluate the structural behaviour of the semi-rigid composite cold-formed steel beam-to-column joints, in terms of its strength and stiffness. Five composite joints were subjected to different diameters of rebar (8 mm and 10 mm) with varying types...
Saved in:
Main Authors: | Amsyar, Faisal, Tan, Cher Siang, Sulaiman, Arizu, Mohammad, Shahrin |
---|---|
Format: | Article |
Published: |
Korean Society of Steel Construction
2023
|
Subjects: | |
Online Access: | http://eprints.utm.my/105843/ http://dx.doi.org/10.1007/s13296-023-00744-0 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Numerical and experimental study of semi-rigid beam-to-column composite connections in cold-formed steel
by: Amsyar, Faisal, et al.
Published: (2020) -
Wind-moment design of semi-rigid un-braced steel frames using cruciform column (CCUB) section
by: Shek, Poi Ngian, et al.
Published: (2015) -
Numerical and theoretical investigation on composite cold-formed steel joints with lightweight concrete
by: Tan, Cher Siang, et al.
Published: (2023) -
Behaviour of columns on semi-rigid joint for unbraced frame bending on major axis
by: Goh, Lee Hian
Published: (2002) -
Column design with semi-rigid end frame
by: Wan Jusoh, Wan Hidayatul Hak
Published: (2010)