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Robustness of Beam-to-Column End-Plate Moment Connections with Stainless Steel Bolts Subjected to High Rates of Loading
Publisher: American Society of Civil Engineers
Blast Modeling of Steel Frames with Simple Connections
Publisher: American Society of Civil Engineers
Abstract: This paper is concerned with the problem that structural joints in whole-frame models cannot, at present, be replicated in sufficiently minute detail to realistically represent their behavior. It is well recognized that ...
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