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Closure to “<i>Reliability Analysis of Partially Restrained Steel Connections</i>” by Gregory L. Tucker and Richard M. Bennett (April, 1990, Vol. 116, No. 4)
Publisher: American Society of Civil Engineers
Reliability Analysis of Partially Restrained Steel Connections
Publisher: American Society of Civil Engineers
Abstract: The load and resistance factor design (LRFD) specification developed by the American Institute of Steel Construction allows the designer to consider the partial restraint in a steel connection. A generated nonlinear equation ...