-
1
-
-
41549089952
-
-
American Association of State Highway and Transportation Officials (AASHTO). Washington, DC.
-
American Association of State Highway and Transportation Officials (AASHTO). (2005). AASHTO LRFD bridge design specifications, Washington, DC, 5.82-5.91.
-
(2005)
AASHTO LRFD bridge design specifications
, pp. 582-591
-
-
-
2
-
-
0242393723
-
Time-dependent behaviour of simply-supported steel-concrete composite beams
-
0024-9831, 10.1680/macr.1991.43.157.265
-
Bradford, M. A., and Gilbert, R. I. (1991). Time-dependent behaviour of simply-supported steel-concrete composite beams.. Mag. Concr. Res. 0024-9831, 43 (157), 265-274. 10.1680/macr.1991.43.157.265
-
(1991)
Mag. Concr. Res.
, vol.43
, Issue.157
, pp. 265-274
-
-
Bradford, M.A.1
Gilbert, R.I.2
-
3
-
-
0026898140
-
Composite beams with partial interaction under sustained loads
-
0970-0137, 10.1061/(ASCE)0733-9445(1992)118:7(1871)
-
Bradford, M. A., and Gilbert, R. I. (1992). Composite beams with partial interaction under sustained loads.. J. Struct. Eng. 0970-0137, 118 (7), 1871-1883. 10.1061/(ASCE)0733-9445(1992)118:7(1871)
-
(1992)
J. Struct. Eng.
, vol.118
, Issue.7
, pp. 1871-1883
-
-
Bradford, M.A.1
Gilbert, R.I.2
-
4
-
-
3142622076
-
-
Comit Europen du Bton-Fdration/Internationale du Bton (CEB-FIB). Bulletin D'information No. 142/142 bis, CEB-FIB, Lausanne, Switzerland
-
Comit Europen du Bton-Fdration/Internationale du Bton (CEB-FIB). (1984). Manual on structural effects of time-dependent behaviour of concrete.. Bulletin D'information No. 142/142 bis, CEB-FIB, Lausanne, Switzerland
-
(1984)
Manual on Structural Effects of Time-dependent Behaviour of Concrete
-
-
-
5
-
-
0042896909
-
-
China Ministry of Construction. China Architecture and Building Press, Beijing.
-
China Ministry of Construction. (2002). Code for design of concrete structures (GB50010-2002), China Architecture and Building Press, Beijing, 15-16.
-
(2002)
Code for Design of Concrete Structures (GB50010-2002)
, pp. 15-16
-
-
-
6
-
-
0036573676
-
Steel and concrete composite beams with flexible shear connection: "Exact" analytical expression of the stiffness matrix and applications
-
DOI 10.1016/S0045-7949(02)00038-X, PII S004579490200038X
-
Faella, C., Martinelli, E., and Nigro, E. (2002). Steel and concrete composite beams with flexible shear connection: Exact' analytical expression of the stiffness matrix and applications.. Comput. Struct. 0045-7949, 80 (11), 1001-1009. 10.1016/S0045-7949(02)00038-X (Pubitemid 34614171)
-
(2002)
Computers and Structures
, vol.80
, Issue.11
, pp. 1001-1009
-
-
Faella, C.1
Martinelli, E.2
Nigro, E.3
-
7
-
-
0027574144
-
Composite beam-columns with interlayer slip-exact analysis
-
0970-0137, 10.1061/(ASCE)0733-9445(1993)119:4(1265)
-
Girhammar, U. A., and Gopu, V. K. A. (1993). Composite beam-columns with interlayer slip-exact analysis.. J. Struct. Eng. 0970-0137, 119 (4), 1265-1282. 10.1061/(ASCE)0733-9445(1993)119:4(1265)
-
(1993)
J. Struct. Eng.
, vol.119
, Issue.4
, pp. 1265-1282
-
-
Girhammar, U.A.1
Gopu, V.K.A.2
-
9
-
-
20444452916
-
Incremental viscoelastic analysis of composite beams with partial interaction
-
DOI 10.1016/j.compstruc.2005.02.021, PII S0045794905001100
-
Jurkiewiez, B., Buzon, S., and Sieffert, J. G. (2005). Incremental viscoelastic analysis of composite beams with partial interaction.. Comput. Struct. 0045-7949, 83 (21-22), 1780-1791. 10.1016/j.compstruc.2005.02.021 (Pubitemid 40819697)
-
(2005)
Computers and Structures
, vol.83
, Issue.21-22
, pp. 1780-1791
-
-
Jurkiewiez, B.1
Buzon, S.2
Sieffert, J.G.3
-
11
-
-
52049083705
-
Long-term deflection of cracked composite beams with nonlinear partial shear interaction: I-Finite element modeling
-
0143-974X, 10.1016/j.jcsr.2008.01.003
-
Mohammed, A. S., and Sherief, S. S. S. (2008). Long-term deflection of cracked composite beams with nonlinear partial shear interaction: I-Finite element modeling.. J. Constr. Steel Res. 0143-974X, 64 (12), 1446-1455. 10.1016/j.jcsr.2008.01.003
-
(2008)
J. Constr. Steel Res.
, vol.64
, Issue.12
, pp. 1446-1455
-
-
Mohammed, A.S.1
Sherief, S.S.S.2
-
12
-
-
33646436718
-
Analytical solutions for the time-dependent behaviour of composite beams with partial interaction
-
0020-7683 10.1016/j.ijsolstr.2005.03.032
-
Ranzi, G., and Bradford, M. A. (2006). Analytical solutions for the time-dependent behaviour of composite beams with partial interaction.. Int. J. Solids Struct., 43 (13), 3770-3793. 0020-7683 10.1016/j.ijsolstr.2005.03.032
-
(2006)
Int. J. Solids Struct.
, vol.43
, Issue.13
, pp. 3770-3793
-
-
Ranzi, G.1
Bradford, M.A.2
-
13
-
-
0021788740
-
Finite difference analysis of composite beams with partial interaction
-
DOI 10.1016/0045-7949(85)90124-5
-
Robberts, T. M. (1985). Finite difference analysis of composite beams with partial interaction.. Comput. Struct. 0045-7949, 21 (3), 469-473. 10.1016/0045-7949(85)90124-5 (Pubitemid 15545334)
-
(1985)
Computers and Structures
, vol.21
, Issue.3
, pp. 469-473
-
-
Roberts, T.M.1
-
14
-
-
68049112453
-
An experimental study on transform of old simply supported beams into continuous beams
-
1000-131X.
-
Wang, W. W., Li, S. Q., and Weng, C. N. (2009). An experimental study on transform of old simply supported beams into continuous beams.. China Civ. Eng. J. 1000-131X, 42 (6), 49-54.
-
(2009)
China Civ. Eng. J.
, vol.42
, Issue.6
, pp. 49-54
-
-
Wang, W.W.1
Li, S.Q.2
Weng, C.N.3
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