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Semibifurcation and Bifurcation Analysis of Flexibly Connected Steel Frames
Publisher: American Society of Civil Engineers
Abstract: The critical load of a steel frame structure is dependent on joint details and flexibility. For a conventional type of skeletal structure made up of beam and column elements, the geometrical change is normally negligible. ...
Closure to “<i>Semibifurcation and Bifurcation Analysis of Flexibly Connected Steel Frames</i>” by W. M. G. Ho and S. L. Chan (August, 1991, Vol. 17, No. 8)
Publisher: American Society of Civil Engineers
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