Effect of biaxial bending moment on the behavior of steel extended end-plate connection

Author:

Nawar Mohamed E.,Elshafey Ahmed,Kandil Kamel,Eltaly Boshra

Funder

Tanta University

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference36 articles.

1. FE model of beam-to-column extended end-plate joints;Díaz;J Constr Steel Res,2011

2. Behavior of extended end-plate steel beam-to-column connections;Fakih;Open Civl Eng J,2018

3. Behavior of endplate joints subjected to elevated temperature after cyclic loads;Guo;KSCE J Civil Eng,2018

4. Analysis of the mechanical behavior of bolted beam-column connections with different structural forms;Yang;Adv Civil Eng,2019

5. Parametric study of hexagonal castellated beams in post-tensioned self-centering steel connections;Sarvestani;Front Struct Civil Eng,2019

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