Flexibility of Steel Seismic Moment Connectionsby Egor P. Popov, Univ of California, Berkeley, CA, USA,
Document Type: Proceeding Paper
Part of: Connection Flexibility and Steel Frames
Abstract: Relevant Berkeley experimental results are critically evaluated to determine the flexibility of W18 W24 beam joints with and without stiffeners and/or doubler plates. The paper discusses mathematical modeling of joint flexibility, the need for further analytical studies and suggestions for improving the commonly used joint details.
Subject Headings: Joints | Steel structures | Structural analysis | Stiffening | Mathematics | Model analysis | Mathematical models | Structural models
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