A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Tubular Steel Truss Design Using Semi-Rigid Joints
Despite the fact that the semi-rigid nature of steel structure joints has been well-known for several decades, the truss design is constantly being carried out with ideally hinged joints in the finite element models. In some recent studies, the stiffness of welded tubular truss joints have been defined as well as the member buckling lengths in the trusses. The aim of this paper is to see the effects of applying the stiffness and buckling length knowledge in thetruss design procedure. By an example case, it is shown that joints can be treated almost ideally rigid and, in brace design, shorter values for buckling length could be used than those proposed by Eurocode standards.
Tubular Steel Truss Design Using Semi-Rigid Joints
Despite the fact that the semi-rigid nature of steel structure joints has been well-known for several decades, the truss design is constantly being carried out with ideally hinged joints in the finite element models. In some recent studies, the stiffness of welded tubular truss joints have been defined as well as the member buckling lengths in the trusses. The aim of this paper is to see the effects of applying the stiffness and buckling length knowledge in thetruss design procedure. By an example case, it is shown that joints can be treated almost ideally rigid and, in brace design, shorter values for buckling length could be used than those proposed by Eurocode standards.
Tubular Steel Truss Design Using Semi-Rigid Joints
Tiainen, Teemu (author) / Heinisuo, Markku (author)
2014 International Conference on Computing in Civil and Building Engineering ; 2014 ; Orlando, Florida, United States
2014-06-17
Conference paper
Electronic Resource
English
Tubular Steel Truss Design Using Semi-Rigid Joints
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