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A Design Method for Braced Steel Frames Comprising Semi-Continuous Composite Joints
A design method for braced frames comprising semi-continuous partial-strength composite joints is proposed. In this design method, the ultimate load carrying capacity is calculated considering the plastic moment resistance of the composite joint in the hogging moment region as well as a defined percentage of the plastic moment resistance of the composite beam in the sagging moment region. The defined percentage depends on the required rotation at the support and is based on the assumption of a certain available rotation of the composite joint. This assumption is assured by design recommendations for composite joints on the basis of existing experimental studies.
A Design Method for Braced Steel Frames Comprising Semi-Continuous Composite Joints
A design method for braced frames comprising semi-continuous partial-strength composite joints is proposed. In this design method, the ultimate load carrying capacity is calculated considering the plastic moment resistance of the composite joint in the hogging moment region as well as a defined percentage of the plastic moment resistance of the composite beam in the sagging moment region. The defined percentage depends on the required rotation at the support and is based on the assumption of a certain available rotation of the composite joint. This assumption is assured by design recommendations for composite joints on the basis of existing experimental studies.
A Design Method for Braced Steel Frames Comprising Semi-Continuous Composite Joints
Crisinel, Michel (author) / Kattner, Markus (author)
Composite Construction in Steel and Concrete IV Conference 2000 ; 2000 ; Banff, Alberta, Canada
2002-05-22
Conference paper
Electronic Resource
English
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