Behaviour of Steel Frames with Partial-Strength Beam-To-Column Connections

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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...

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Bibliographic Details
Main Authors:	Vimonsatit, Vanissorn, Tin-Loi, F.
Other Authors:	Lau Hieng Ho
Format:	Conference Paper
Published:	Research Publishing 2011
Online Access:	http://hdl.handle.net/20.500.11937/13935

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