1. Amadio C. and Fragiacomo M. (1993). “A finite element model for the study of creep and shrinkage effects in composite beams with deformable shear connections.” Costruzioni Metalliche Vol. 4 Associazione Costruttori Acciaio Italiani Milan Italy 213–228.
2. Aribert J. M. and Ragneau E. (1997). “Theoretical investigation of moment redistribution in composite continuous beams of different classes.” Compos. Constr. in Steel and Concrete III Proc. Engrg. Found. Conf . C. D. Buckner and B. Shahrooz eds. ASCE New York 392–405.
3. Arizumi Y. Hamada S. and Kajita T. (1981). “Elastic-plastic analysis of composite beams with incomplete interaction by finite element method.” Comp. Struct . 14(5-6) 453–462.
4. Ayoub A. and Filippou F. C. (1997). “A model for composite steel-concrete girders under cyclic loading.” Build. to Last Proc. ASCE Struct. Congr. XV Vol. 1 L. Kempner Jr. and C. B. Brown eds. ASCE New York 721–725.
5. Bursi O. S. and Ballerini M. (1996). “Behavior of a steel-concrete composite substructure with full and partial shear connection.” Proc. 11th World Conf. on Earthquake Engrg. Pergamon Disk 2 Paper No. 771 Elsevier Science Oxford England.