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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| Format: | Article |
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Fakulti Kejuruteraan ,UKM,Bangi.
2011
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| Online Access: | http://journalarticle.ukm.my/4717/ http://journalarticle.ukm.my/4717/ |