Modeling of composite beam–column flexible endplate joints at elevated temperature

Author:

Al-Jabri Khalifa S.,Pillay Prashob,Waris Muhammad B.,Pervez Tasneem

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference35 articles.

1. Al-Jabri KS. The behaviour of steel and composite beam-to-column connections in fire [Ph.D. thesis]: University of Sheffield; 2000.

2. Steel–concrete composite plate girders subjected to combined shear and bending;Bhasker;J Constr Steel Res,2003

3. Composite connections in steel and concrete. Part 2 – moment capacity of endplate beam-to-column connections;Xiao;J Constr Steel Res,1995

4. Finite-element modelling of composite beams with full and partial shear connection;Queiroz;J Constr Steel Res,2007

5. Effect of high shear on the moment capacity of composite cruciform end plate connections;Ahmed;J Constr Steel Res,2007

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