Partially connnected steel-concrete composite plate girders

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Partially connnected steel-concrete composite plate girders

A method to predict the bending behavior and load carrying capacity of steel-concrete composite plate girders with partial shear connection under different load condition is presented. Based on curvature compatibility principle, the analytical solutions were performed by incorporating the degree of...

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Bibliographic Details
Main Authors:	Mohd Yazmil Md Yatim, Nandivaram E.Shanmugam, Wan Hamidon Wan Badaruzzaman
Format:	Article
Published:	Fakulti Kejuruteraan ,UKM,Bangi. 2011
Online Access:	http://journalarticle.ukm.my/4717/

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