A higher order model for inelastic response of composite beams with interfacial slip using a dissipation based arc-length method

Author:

Uddin Md. Alhaz,Sheikh Abdul Hamid,Brown David,Bennett Terry,Uy Brian

Funder

ASI

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference46 articles.

1. Composite steel and concrete structural members;Oehlers,1995

2. The effects of partial shear connection in the hogging moment regions of composite beams: Part I—Experimental study;Loh;J Constr Steel Res,2004

3. Effects of partial shear connection on the required and available rotations of semi-continuous composite beam systems;Uy;Struct Eng,2005

4. Tests and analysis of composite beams with incomplete interaction;Newmark;Proc Soc Exp Stress Anal,1951

5. Analysis of composite beams with partial shear interaction using available modelling techniques: a comparative study;Ranzi;Comput Struct,2006

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