Behaviour of Steel Frames with Partial-Strength Beam-To-Column Connections
A large number of studies have been carried out to incorporate the nonlinear representation of connection behaviour into the analysis and design of steel structures. In the companion paper, a nonlinear analysis method is proposed for the load-deformation analysis of steel frames. The method is appli...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Conference Paper |
| Published: |
Research Publishing
2011
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| Online Access: | http://hdl.handle.net/20.500.11937/13935 |