Capacity design assessment of composite reduced web section (RWS) connections

Author:

Almutairi Fahad Falah,Tsavdaridis Konstantinos Daniel

Publisher

Elsevier BV

Reference61 articles.

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3. Full strength extended stiffened end-plate joints: AISC vs recent European design criteria;Tartaglia;Eng Struct,2018

4. Shear behavior of panel zones in steel beam-to-column connections with unequal depth of outer annular stiffener;Mou;J Struct Eng,2019

5. Finite element simulations on the ultimate response of extended stiffened end-plate joints;Tartaglia;Steel Compos Struct Int J,2018

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