Influence of Column-Base Fixity On Lateral Drift of Gable Frames
In a typical light metal building, the structural members are designed for the forces and moments obtained from the wind drift analysis, which assumes pinned connections at the base. The pinned connections provide no moment at the base and have zero rotational stiffness. However, in reality every co...
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Virginia Tech
2014
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| Online Access: | http://hdl.handle.net/10919/42686 http://scholar.lib.vt.edu/theses/available/etd-05162012-025825/ |