-
1
-
-
67349103365
-
Multi-stepwise thermal prestressing using a cover-plate in steel structures
-
Ahn, J.H., Jung, C.Y., Kim, J.H. and Kim, S.H. (2009), "Multi-stepwise thermal prestressing using a cover-plate in steel structures", J. Constr. Steel Res., 65, 1464-1479.
-
(2009)
J. Constr. Steel Res.
, vol.65
, pp. 1464-1479
-
-
Ahn, J.H.1
Jung, C.Y.2
Kim, J.H.3
Kim, S.H.4
-
2
-
-
77956130114
-
Plate girder bridge strengthened with multi-stepwise thermal prestressing method
-
Ahn, J.H., Jung, C.Y., Choi, K.T. and Kim, S.H. (2009a), "Plate girder bridge strengthened with multi-stepwise thermal prestressing method", Adv. Struct. Eng. (in review).
-
(2009)
Adv. Struct. Eng. (in review)
-
-
Ahn, J.H.1
Jung, C.Y.2
Choi, K.T.3
Kim, S.H.4
-
3
-
-
77956108246
-
Load-carrying capacity evaluation of the composite beam strengthened by multi-stepwise thermal prestressing method using cover-plate
-
in press
-
Ahn, J.H., Jung, C.Y., Choi, K.T. and Kim, S.H. (2009b), "Load-carrying capacity evaluation of the composite beam strengthened by multi-stepwise thermal prestressing method using cover-plate", J. Korea Inst. Struct. Maint. Inspection (in press).
-
(2009)
J. Korea Inst. Struct. Maint. Inspection
-
-
Ahn, J.H.1
Jung, C.Y.2
Choi, K.T.3
Kim, S.H.4
-
4
-
-
10644221788
-
Load carrying capacity of composite beams prestressed with external tendons under positive moment
-
Chen, S. and Gu, P. (2005), "Load carrying capacity of composite beams prestressed with external tendons under positive moment", J. Constr. Steel Res., 61, 515-530.
-
(2005)
J. Constr. Steel Res.
, vol.61
, pp. 515-530
-
-
Chen, S.1
Gu, P.2
-
5
-
-
77956100112
-
High performance steel enhanced the fatigue and fracture resistance of steel bridge structures
-
Fisher, J.W. and Wright, W.J. (2001), "High performance steel enhanced the fatigue and fracture resistance of steel bridge structures", Int. J. Steel Struct., 1(1), 1-7.
-
(2001)
Int. J. Steel Struct.
, vol.1
, Issue.1
, pp. 1-7
-
-
Fisher, J.W.1
Wright, W.J.2
-
7
-
-
33750071136
-
Behavior of composite beams prestressed with external tendons: Experimental study
-
Lorenc, W. and Kubica, E. (2006) "Behavior of composite beams prestressed with external tendons: experimental study", J. Constr. Steel Res., 62(12), 1353-1366.
-
(2006)
J. Constr. Steel Res.
, vol.62
, Issue.12
, pp. 1353-1366
-
-
Lorenc, W.1
Kubica, E.2
-
8
-
-
0031061894
-
Partial interaction in composite steel and concrete beams with full shear connection
-
Oehlers, D.J., Nguyen, N.T., Ahmed, M. and Bradford, M.A. (1997), "Partial interaction in composite steel and concrete beams with full shear connection", J. Constr. Steel Res., 41(2/3), 235-248.
-
(1997)
J. Constr. Steel Res.
, vol.41
, Issue.2-3
, pp. 235-248
-
-
Oehlers, D.J.1
Nguyen, N.T.2
Ahmed, M.3
Bradford, M.A.4
-
9
-
-
33751328609
-
Finite element modeling of composite beams with full and partial shear connection
-
Queiroz, F.D., Vellasco, P.C.G.S. and Nethercot, D.A. (2007), "Finite element modeling of composite beams with full and partial shear connection", J. Const. Steel Res., 63, 505-521.
-
(2007)
J. Const. Steel Res.
, vol.63
, pp. 505-521
-
-
Queiroz, F.D.1
Vellasco, P.C.G.S.2
Nethercot, D.A.3
-
10
-
-
64549115906
-
Nonlinear analysis of composite beams with partial shear interaction by means of the direct stiffness method
-
Ranzi, G. and Bradford, M.A. (2009), "Nonlinear analysis of composite beams with partial shear interaction by means of the direct stiffness method", Steel Compos. Struct., 9(2), 131-158.
-
(2009)
Steel Compos. Struct.
, vol.9
, Issue.2
, pp. 131-158
-
-
Ranzi, G.1
Bradford, M.A.2
-
11
-
-
33750103137
-
Frangopol DM. Monitoring of steel railway floor beams prestressed by steel plates
-
Sakano, M., Namiki, H., Yajima, S., Koide, Y. and Furuta, H. (2006) "Frangopol DM. Monitoring of steel railway floor beams prestressed by steel plates", J. Bridge Eng., 11(6), 681-687.
-
(2006)
J. Bridge Eng.
, vol.11
, Issue.6
, pp. 681-687
-
-
Sakano, M.1
Namiki, H.2
Yajima, S.3
Koide, Y.4
Furuta, H.5
|