Civil Engineering Reference
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[2.66] D.J. Oehlers, Finite element simulation of the behavior of concrete subjected to con-
centrated loads'. University of Warwick, Technical report CE10, 1981.
[2.67] C. Kalfas, P. Pavlidis, E. Galoussis, Inelastic behavior of shear connection by a method
based on FEM, J. Constr. Steel Res. 44 (1-2) (1997) 107-114.
[2.68] E. Ellobody, Finite element modeling of shear connection for steel-concrete compos-
ite girders. PhD thesis, School of Civil Engineering, The University of Leeds, Leeds,
2002.
[2.69] D. Lam, E. Ellobody, Behavior of headed stud shear connectors in composite beam, J.
Struct. Eng. ASCE 131 (1) (2005) 96-107.
[2.70] E. Ellobody, D. Lam, Modeling of headed stud in steel-precast composite beams, Steel
Comp. Struct. 2 (5) (2002) 355-378.
[2.71] E. Ellobody, B. Young, Performance of shear connection in composite beams with
profiled steel sheeting, J. Constr. Steel Res. 62 (7) (2006) 682-694.
[2.72] P. Ansourian, An Application of the method of finite element to the analysis of com-
posite floor systems', Proc. Inst. Civ. Eng. Part 2 59 (1975) 699-726.
[2.73] U.R. Moffat, P.J. Dowling, The longitudinal bending behaviour of composite box
girder bridges having incomplete interaction, Struct. Eng. 56B (3) (1978) 53-60.
[2.74] S. Balakrishnan, The behaviour of Composite Steel and Concrete Beams with
Welded Stud Shear Connectors. PhD thesis, University of London, 1963.
[2.75] E.S. Mistakidis, K. Thomopoulos, A. Avdelas, P.D. Panagiotopoulos, Shear connec-
tors in composite beams: a new accurate algorithm, Thin Wall. Struct. 18 (3) (1994)
191-207.
[2.76] D.J. Oehlers, N.T. Tguyen, M. Ahmed, M.A. Bradford, Partial interaction in com-
posite steel and concrete beams with full shear connection, J. Constr. Steel Res. 41 (2/
3) (1997) 235-248.
[2.77] V.A. Oven, I.W. Burgess, R.J. Plank, A.A. Abdul Wali, An analytical model for the
analysis of composite beams with partial interaction', Comp. Struct. 62 (3) (1997)
493-504.
[2.78] M. H. El-Zanati, D.W. Murray, R. Bjorhovde, Inelastic behavior of multi-storey
steel frames. Structural Engineering Report, No. 83, Department of Civil Engineer-
ing, University of Alberta, Canada, 1980.
[2.79] C.S. Cai, Y. Zhang, J. Nie, Composite girder design of cable-stayed bridges, Pract.
Period. Struct. Des. Constr. Proc. Eng. Found. Conf. 3 (1998) 158-163.
[2.80] S.G. Youn, S.P. Chang, Behaviour of composite bridge decks subjected to static and
fatigue loading', ACI Struct. J. 95 (3) (1998) 249-258.
[2.81] N. Gattesco, Analytical modelling of nonlinear behaviour of composite beams with
deformable connection, J. Constr. Steel Res. 52 (1999) 195-218.
[2.82] J.C. Chapman, S. Balakrishnan, Experiments on composite beams, Struct. Eng.
42 (1964) 369-383.
[2.83] H.G. Kwak, Y.J. Seo, Long-term behaviour of composite girder bridges, Comp.
Struct. 74 (2000) 583-599.
[2.84] V. Thevendran, N.E. Shanmugam, S. Chen, J.Y.R. Liew, Experimental study on
steel-concrete composite beams curved in plane, Eng. Struct. 22 (2000) 877-889.
[2.85] C. Amando, M. Fragiacomo, Effective width evaluation for steel-concrete composite
beams, J. Constr. Steel Res. 58 (2002) 373-388.
[2.86] C. Faella, E. Maeinelli, E. Nigro, Steel and concrete composite beams with flexible
shear connection: 'Exact' analytical expression of the stiffness matrix and applications,
Comput. Struct. 80 (11) (2002) 1001-1009.
[2.87] D. Lam, Composite steel beams using precast concrete hollow core floor slabs. PhD
thesis, University of Nottingham, 1998.
 
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