A numerical model for static and free vibration analysis of elastic composite beams with end shear restraint
Author:
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics
Link
http://link.springer.com/content/pdf/10.1007/s11012-009-9268-1.pdf
Reference16 articles.
1. Ranzi G, Zona A (2007) A steel–concrete composite beam model with partial interaction including the shear deformability of the steel component. Eng Struct 29:3026–3041
2. Ranzi G, Bradford MA, Uy B (2003) A general method of analysis of composite beams with partial interaction. Steel Compos Struct 3(3):169–184
3. Faella C, Martinelli E, Nigro E (2002) Steel and concrete composite beams with flexible shear connection: “exact” analytical expression of the stiffness matrix and applications. Comput Struct 80:1001–1009
4. Macorini L, Fragiacomo M, Amadio C, Izzuddin BA (2006) Long-term analysis of steel–concrete composite beams: FE modeling for effective width evaluation. Eng Struct 28:1110–1121
5. Ayoub A (2005) A force-based model for composite steel–concrete beams with partial interaction. J Construct Steel Res 61:387–414
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