Civil Engineering Reference
In-Depth Information
[2.43] L.C.P. Yam, J.C. Chapman, The inelastic behavior of simply supported beams of steel
and concrete, Proc. Inst. Civ. Eng. 41 (1968) 651-683.
[2.44] C. Davies, Small-scale push-out tests on welded stud shear connectors, Concrete J.
1 (1967) 311-316.
[2.45] C. Davies, Tests on half-scale steel-concrete composite beams with welded shear con-
nectors, Struct. Eng. 47 (1) (1969) 20-40.
[2.46] J.B. Menzies, CP 117 and shear connectors in steel-concrete composite beams made
with normal-density or lightweight concrete, Struct. Eng. 49 (3) (1971) 137-153.
[2.47] B.S. Jayas, M.U. Hosain, Behaviour of headed studs in composite beams: push-out
tests, Civ. Eng. 15 (1987) 240-253.
[2.48] J.G. Ollgaard, R.G. Slutter, J.W. Fisher, Shear strength of stud connectors in light-
weight and normal-weight concrete, Am. Inst. Steel Constr. Eng. J. 8 (2) (1968)
651-683.
[2.49] D.J. Oehlers, Splitting induced by shear connectors in composite beams, J. Struct.
Eng. 115 (2) (1989) 341-360.
[2.50] D.J. Oehlers, R.P. Johnson, The Strength of stud shear connections in composite
beams, Struct. Eng. 65B (2) (1987) 44-48.
[2.51] D.J. Oehlers, S.M. Park, Shear connection in haunched composite beams with slop-
ing sides', J. Struct. Eng. 18 (3) (1994) 191-207.
[2.52] R.P. Johnson, Design of composite beams with deep haunches, Proc. Inst. Civ. Eng.
2 (51) (1972) 83-90.
[2.53] A. Li, C. Krister, Push-out tests on studs in high strength and normal strength con-
crete, J. Constr. Steel Res. 36 (1) (1996) 15-29.
[2.54] J.T. Mottram, R.P. Johnson, Push tests on studs welded through profiled steel sheet-
ing, Struct. Eng. 68 (10) (1990) 187-193.
[2.55] N.M. Hawkins, D. Mitchell, Seismic response of composite shear connections, J.
Struct. Eng. ASCE 110 (9) (1984) 2120-2136.
[2.56] B.S. Jayas, M.U. Hosain, Behaviour of headed studs in composite beams: full-size
tests, Can. J. Civil Eng. 16 (1989) 712-724.
[2.57] R.M. Lloyd, H.D. Wright, Shear connection between composite slabs and steel
beams, J. Constr. Steel Res. 15 (1990) 255-285.
[2.58] B. Kim, H.D. Wright, R. Cairns, The behaviour of through-deck welded shear con-
nectors: an experimental and numerical study, J. Constr. Steel Res. 57 (2001)
1359-1380.
[2.59] B. Kim, H.D. Wright, R. Cairns, The behaviour of through-deck welded shear con-
nectors: a numerical study, in: The first International Conference on Steel and Com-
posite Structures, Pusan, Korea, 2001, pp. 1327-1334.
[2.60] S.S.J. Moy, C. Tayler, The effect of precast concrete planks on shear connector
strength, J. Constr. Steel Res. 36 (3) (1996) 201-213.
[2.61] D. Lam, K.S. Elliott, D.A. Nethercot, Push-off tests on shear studs with hollow-cored
floor slabs, Struct. Eng. 76 (9) (1998) 167-174.
[2.62] C.S. Shim, J.H. Kim, S.P. Chang, C.H. Chung, The behavior of shear connections in
a composite beam with a full-depth precast slab', Proc. Inst. Civ. Eng. Struct. Build.
140 (1) (2000) 101-110.
[2.63] T.F. Nip, D. Lam, Effect of end condition of hollow core slabs on longitudinal shear
capacity of composite beams', in: First International Conference on Steel and Com-
posite Structures, Pusan, Korea, 2001, pp. 1229-1236.
[2.64] D.A. Nethercot, The importance of combining experimental and numerical study in
advancing structural engineering understanding, Struct. Eng. Mech. Comput.
1 (2001) 15-26.
[2.65] R.P. Johnson, D.J. Oehlers, Analysis and design for longitudinal shear in composite
T-beams', Proc. Inst. Civ. Eng. Part 2 71 (1981) 989-1021.
 
Search WWH ::




Custom Search