Modeling of the composite action in fully restrained beam-to-column connections: implications in the seismic design and collapse capacity of steel special moment frames
Author(s): |
Ahmed Elkady
Dimitrios G. Lignos |
---|---|
Medium: | journal article |
Language(s): | English |
Published in: | Earthquake Engineering and Structural Dynamics, 10 October 2014, n. 13, v. 43 |
Page(s): | 1935-1954 |
DOI: | 10.1002/eqe.2430 |
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10098348 - Published on:
11/12/2018 - Last updated on:
11/12/2018