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Discussion of “<i>Moment‐Rotation Relations of Semirigid Connections with Angles</i>” by N. Kishi and Wai‐Fah Chen (July, 1990, Vol. 116, No. 7)
Publisher: American Society of Civil Engineers
Classification System for Beam‐to‐Column Connections
Publisher: American Society of Civil Engineers
Abstract: The actual response characteristics of a frame and its connections are nonlinear, and current studies of analysis and design methods aim to incorporate such semirigid concepts into the models. Elements of this approach are ...
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