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Published in 2019 at "Journal of Structural Engineering"
DOI: 10.1061/(asce)st.1943-541x.0002256
Abstract: AbstractThis paper presents an experimental investigation of the shear behavior of steel beam-to-column connections with unequal depth of outer annular stiffener. The depth-to-thickness ratio (D∶t)...
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Keywords:
depth;
connections unequal;
column connections;
steel beam ... See more keywords