The finite element technique is employed to analyse and perform a parametric study on cold-formed thin-walled column subassemblage with a semi-rigid joint. Besides large displacement, the analysis also considers the area of contact between the fastener, connector and the member in the vicinity of the joint. Results obtained from a series of preliminary experimental tests are used to verify and validate the accuracy of the analysis. © 1995.link_to_subscribed_fulltex
The numerical investigations of built-up cold-formed beams involve the use of advanced modelling tec...
A simplified finite element approach based on reduced models with minimum degrees of freedom was app...
The application of cold-formed steel in light steel framing design can become a popular choice of In...
The concept of cold-formed steel has been expanded recently from semi-rigid bolted moment connection...
Abstract This article presents a theoretical and numerical study of an innovative joint using cold-f...
The behaviour of 2-D composite semi-rigid joints has been researched since the seventies, including ...
This paper presents an analysis of semi-rigid beam-to-column connections in which the beam is connec...
A full understanding of complex structural behaviour can be developed perfectly by using the combina...
This paper describes a quasi-static finite element analysis, which uses the explicit integration met...
The experimental investigation on the bending moment capacity and the bending rigidity of the joint ...
This paper describes a series of experimental tests followed by finite element simulations produced ...
The analysis of steel-framed building structures with full strength beam to column joints is quite s...
SIGLEAvailable from British Library Document Supply Centre-DSC:6029.28073(102) / BLDSC - British Lib...
This paper described the finite element modelling of the semi-rigid composite beam-column joints wit...
Tubular sections possess great intrinsic advantages for structural application but exploitation of t...
The numerical investigations of built-up cold-formed beams involve the use of advanced modelling tec...
A simplified finite element approach based on reduced models with minimum degrees of freedom was app...
The application of cold-formed steel in light steel framing design can become a popular choice of In...
The concept of cold-formed steel has been expanded recently from semi-rigid bolted moment connection...
Abstract This article presents a theoretical and numerical study of an innovative joint using cold-f...
The behaviour of 2-D composite semi-rigid joints has been researched since the seventies, including ...
This paper presents an analysis of semi-rigid beam-to-column connections in which the beam is connec...
A full understanding of complex structural behaviour can be developed perfectly by using the combina...
This paper describes a quasi-static finite element analysis, which uses the explicit integration met...
The experimental investigation on the bending moment capacity and the bending rigidity of the joint ...
This paper describes a series of experimental tests followed by finite element simulations produced ...
The analysis of steel-framed building structures with full strength beam to column joints is quite s...
SIGLEAvailable from British Library Document Supply Centre-DSC:6029.28073(102) / BLDSC - British Lib...
This paper described the finite element modelling of the semi-rigid composite beam-column joints wit...
Tubular sections possess great intrinsic advantages for structural application but exploitation of t...
The numerical investigations of built-up cold-formed beams involve the use of advanced modelling tec...
A simplified finite element approach based on reduced models with minimum degrees of freedom was app...
The application of cold-formed steel in light steel framing design can become a popular choice of In...