Cite
HARVARD Citation
Salmasi, A. et al. (2020). Effect of fully restrained beam-to-column connection on the progressive collapse strength of steel moment frames. Advances in structural engineering. 23 (8), pp. 1656-1668. [Online].
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Salmasi, A. et al. (2020). Effect of fully restrained beam-to-column connection on the progressive collapse strength of steel moment frames. Advances in structural engineering. 23 (8), pp. 1656-1668. [Online].