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Approximate P-delta method for sway frames with semi-rigid connections
AbstractIn this paper, a previously reported approximate elastic-plastic method of analysis is applied to regular steel sway frames with semi-rigid connections. A number of model frames with different connection characteristics have been tested in the laboratory and are compared with calculated results. It is concluded that the simple approximate-analysis approach successfully predicts the load-carrying capacity of sway frames with semi-rigid connections without resorting to complex analysis techniques.
Approximate P-delta method for sway frames with semi-rigid connections
AbstractIn this paper, a previously reported approximate elastic-plastic method of analysis is applied to regular steel sway frames with semi-rigid connections. A number of model frames with different connection characteristics have been tested in the laboratory and are compared with calculated results. It is concluded that the simple approximate-analysis approach successfully predicts the load-carrying capacity of sway frames with semi-rigid connections without resorting to complex analysis techniques.
Approximate P-delta method for sway frames with semi-rigid connections
Scholz, H. (Autor:in)
Journal of Constructional Steel Research ; 15 ; 215-231
10.11.1989
17 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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