This study aims to understand the behavior of connection, which holds an important key to efficient designs of the cold-formed steel structure. The focus is on examining parameters that affect the rotational stiffness and behavior of the cold-formed steel connection made of single-lipped channel sections with a bolt and gusset plate system. The numerical study has been conducted using component-based finite element analysis, with the studied parameters including bolt diameters, number of bolts in the group, size of the bolt group, thickness of the cold-formed steel cross-section, and thickness of the connecting plate. The effect of the variables is evaluated and explained by comparison. The result of the study reveals that the rotational be...
Cold-formed steel bolted moment-connections cannot be considered as rigid because of localised in-pl...
This paper presents experimental results and finite element analysis of the cold-formed steel bolted...
Light-gage steel structures constituted mainly of cold-formed steel members have been widely employe...
Bolted moment connections for cold-formed steel frames are considered very important and complicated...
Background: Beam-column connections are one of the most important parts of each building, which infl...
This paper presents the results of a finite element investigation on the structural performance of ...
The purpose of this research was to study the behavior of cold-formed steel cantilever truss structu...
A detailed analysis of the strength and rigidity of bolted connections in cold formed steel has been...
The purpose of this research was to study the behavior of cold-formed steel cantilever truss structu...
The semi-rigid nature of the cold formed section beam to column connections is primarily due to the ...
This paper presents an experimental study of bolt connection behaviour of the cold-formed steel join...
This paper presents an experimental study of bolt connection behaviour of the cold-formed steel join...
This paper presents an experimental study of bolt connection behaviour of the cold-formed steel join...
Cold-formed steel (CFS) moment connections are often formed by bolting the webs of the connecting el...
Cold-formed steel (CFS) members designed with proper stiffener can significantly increase the loadin...
Cold-formed steel bolted moment-connections cannot be considered as rigid because of localised in-pl...
This paper presents experimental results and finite element analysis of the cold-formed steel bolted...
Light-gage steel structures constituted mainly of cold-formed steel members have been widely employe...
Bolted moment connections for cold-formed steel frames are considered very important and complicated...
Background: Beam-column connections are one of the most important parts of each building, which infl...
This paper presents the results of a finite element investigation on the structural performance of ...
The purpose of this research was to study the behavior of cold-formed steel cantilever truss structu...
A detailed analysis of the strength and rigidity of bolted connections in cold formed steel has been...
The purpose of this research was to study the behavior of cold-formed steel cantilever truss structu...
The semi-rigid nature of the cold formed section beam to column connections is primarily due to the ...
This paper presents an experimental study of bolt connection behaviour of the cold-formed steel join...
This paper presents an experimental study of bolt connection behaviour of the cold-formed steel join...
This paper presents an experimental study of bolt connection behaviour of the cold-formed steel join...
Cold-formed steel (CFS) moment connections are often formed by bolting the webs of the connecting el...
Cold-formed steel (CFS) members designed with proper stiffener can significantly increase the loadin...
Cold-formed steel bolted moment-connections cannot be considered as rigid because of localised in-pl...
This paper presents experimental results and finite element analysis of the cold-formed steel bolted...
Light-gage steel structures constituted mainly of cold-formed steel members have been widely employe...