-
1
-
-
0003494025
-
-
Hibbitt, Karlsson and Sorensen, Inc., Pawtucket, R.I
-
ABAQUS theory manual, version 5.8, (1998). Hibbitt, Karlsson and Sorensen, Inc., Pawtucket, R.I.
-
(1998)
ABAQUS Theory Manual, Version 5.8
-
-
-
2
-
-
0003494025
-
-
Hibbitt, Karlsson and Sorensen, Inc., Pawtucket, R.I
-
ABAQUS user's manual, version 5.8, (1998). Hibbitt, Karlsson and Sorensen, Inc., Pawtucket, R.I.
-
(1998)
ABAQUS User's Manual, Version 5.8
-
-
-
3
-
-
0020143835
-
Tension field action in composite plate girders
-
Allison, R. W., Johnson, R. P., and May, I. M. (1982). "Tension field action in composite plate girders." Proc. Inst. Civ. Eng., Struct. Build., 73, part 2, 255-276.
-
(1982)
Proc. Inst. Civ. Eng., Struct. Build.
, vol.73
, Issue.PART 2
, pp. 255-276
-
-
Allison, R.W.1
Johnson, R.P.2
May, I.M.3
-
4
-
-
0029359467
-
Strength of composite beams with web concrete under negative bending
-
Arda, T. S., and Mengene, N. (1995). "Strength of composite beams with web concrete under negative bending." J. Struct. Eng. 121(8), 1170-1174.
-
(1995)
J. Struct. Eng.
, vol.121
, Issue.8
, pp. 1170-1174
-
-
Arda, T.S.1
Mengene, N.2
-
5
-
-
0034155936
-
Mixed formulation of nonlinear steel-concrete composite beam element
-
Ayoub, A., and Filippou, F. C. (2000). "Mixed formulation of nonlinear steel-concrete composite beam element." J. Struct. Eng., 126(3), 371-381.
-
(2000)
J. Struct. Eng.
, vol.126
, Issue.3
, pp. 371-381
-
-
Ayoub, A.1
Filippou, F.C.2
-
6
-
-
0000917544
-
Strength of plate girders in shear
-
Basler, K. (1961). "Strength of plate girders in shear." J. Struct. Div. ASCE, 87(ST7), 151-180.
-
(1961)
J. Struct. Div. ASCE
, vol.87
, Issue.ST7
, pp. 151-180
-
-
Basler, K.1
-
7
-
-
0022162664
-
Stress-strain relationship for plain concrete in compression
-
Carreira, D. J., and Chu, K. H. (1985). "Stress-strain relationship for plain concrete in compression." ACI J., Proc., 82(11), 797-804.
-
(1985)
ACI J., Proc.
, vol.82
, Issue.11
, pp. 797-804
-
-
Carreira, D.J.1
Chu, K.H.2
-
8
-
-
0017506334
-
Finite element studies of shear-critical R/C beams
-
June
-
Cedolin, L., and Poli, S. D. (1977). "Finite element studies of shear-critical R/C beams." J. Eng. Mech. Div., Am. Soc. Civ. Eng., 103(EM3), June, 395-410.
-
(1977)
J. Eng. Mech. Div., Am. Soc. Civ. Eng.
, vol.103
, Issue.EM3
, pp. 395-410
-
-
Cedolin, L.1
Poli, S.D.2
-
9
-
-
10844284200
-
Welded constructional alloy plate girders
-
Cooper, P. B., Lew, H. S., and Yen, B. T. (1964). "Welded constructional alloy plate girders." J. Struct. Div. ASCE, 90, 1-36.
-
(1964)
J. Struct. Div. ASCE
, vol.90
, pp. 1-36
-
-
Cooper, P.B.1
Lew, H.S.2
Yen, B.T.3
-
10
-
-
0029205234
-
Factors influencing the strength of continuous composite beams in negative bending
-
Dekker, N. W., Kemp, A. R., and Trinchero, P. (1995). "Factors influencing the strength of continuous composite beams in negative bending." J. Constr. Steel Res., 34(2-3). 161-185.
-
(1995)
J. Constr. Steel Res.
, vol.34
, Issue.2-3
, pp. 161-185
-
-
Dekker, N.W.1
Kemp, A.R.2
Trinchero, P.3
-
11
-
-
0030684469
-
Behavior of composite beams with no flexural steel under negative moment
-
Canadian Society for Civil Engineering, Montréal
-
Dorey, A., Cheng, B., and Roger, J. J. (1997). "Behavior of composite beams with no flexural steel under negative moment." Proc., Structures-Design, Concrete and Reinforced Concrete Structures, Bridges Annual Conference, Canadian Society for Civil Engineering, Montréal, 7, 281-290.
-
(1997)
Proc., Structures-Design, Concrete and Reinforced Concrete Structures, Bridges Annual Conference
, vol.7
, pp. 281-290
-
-
Dorey, A.1
Cheng, B.2
Roger, J.J.3
-
12
-
-
0013365434
-
The collapse behavior of plate girders subjected to shear and bending
-
Honggerberg, Zurich, Switzerland
-
Evans, H. R., Porter, D. M., and Rockey, K. C. (1978). "The collapse behavior of plate girders subjected to shear and bending." Proc., Int. Assoc. Bridge Struct. Eng., Honggerberg, Zurich, Switzerland, 18-78.
-
(1978)
Proc., Int. Assoc. Bridge Struct. Eng.
, pp. 18-78
-
-
Evans, H.R.1
Porter, D.M.2
Rockey, K.C.3
-
13
-
-
0034324280
-
Analysis of continuous composite beams including partial interaction and bond
-
Fabrrocino, G., Manfredi, Q., and Cosenza, E. (2000). "Analysis of continuous composite beams including partial interaction and bond." J. Struct. Eng., 126(11), 1288-1294.
-
(2000)
J. Struct. Eng.
, vol.126
, Issue.11
, pp. 1288-1294
-
-
Fabrrocino, G.1
Manfredi, Q.2
Cosenza, E.3
-
14
-
-
0025445290
-
Numerical study of plate girder webs with holes
-
Lee, M. M. K. (1990). "Numerical study of plate girder webs with holes." Proc. Inst. Civ. Eng., Struct. Build., 89, part 2, 183-206.
-
(1990)
Proc. Inst. Civ. Eng., Struct. Build.
, vol.89
, Issue.PART 2
, pp. 183-206
-
-
Lee, M.M.K.1
-
16
-
-
0015206742
-
Investigation of plate girder behavior under load
-
Mackey, S. (1971). "Investigation of plate girder behavior under load." Proc. Inst. Civ. Eng., Struct. Build., Suppl. (xiv), 285-306.
-
(1971)
Proc. Inst. Civ. Eng., Struct. Build.
, vol.SUPPL.
, Issue.14
, pp. 285-306
-
-
Mackey, S.1
-
17
-
-
0032642927
-
Modeling of steel-concrete composite beams under negative bending
-
Manfredi, G., Fabbrocino, G., and Cosenza, E. (1999). "Modeling of steel-concrete composite beams under negative bending." J. Eng. Mech. Div., Am. Soc. Civ. Eng., 125(6), 654-662.
-
(1999)
J. Eng. Mech. Div., Am. Soc. Civ. Eng.
, vol.125
, Issue.6
, pp. 654-662
-
-
Manfredi, G.1
Fabbrocino, G.2
Cosenza, E.3
-
18
-
-
0024773322
-
Shear strength of composite plate girders wiht rectangular web cutouts
-
Narayanan, R., Al-Amery, R. I. M., and Roberts, T. M. (1989). "Shear strength of composite plate girders wiht rectangular web cutouts." J. Constr. Steel Res., 12(2), 151-166.
-
(1989)
J. Constr. Steel Res.
, vol.12
, Issue.2
, pp. 151-166
-
-
Narayanan, R.1
Al-Amery, R.I.M.2
Roberts, T.M.3
-
19
-
-
0019610101
-
Ultimate load capacity of plate girders with webs containing circular cutouts
-
Narayanan, R., and Rockey, K. C. (1981). "Ultimate load capacity of plate girders with webs containing circular cutouts." Proc. Inst. Civ. Eng., Struct. Build., 71, part. 2, 845-864.
-
(1981)
Proc. Inst. Civ. Eng., Struct. Build.
, vol.71
, Issue.PART. 2
, pp. 845-864
-
-
Narayanan, R.1
Rockey, K.C.2
-
20
-
-
0030718799
-
"Numerical modeling of composite connections and composite frames." Composite construction in steel and concrete-III
-
ASCE, New York
-
Nethercot, D. A., and Ahmed, B. (1996). "Numerical modeling of composite connections and composite frames." Composite construction in steel and concrete-III. Proc., Engineering Foundation Conf., ASCE, New York, 809-822.
-
(1996)
Proc., Engineering Foundation Conf.
, pp. 809-822
-
-
Nethercot, D.A.1
Ahmed, B.2
-
21
-
-
0016544554
-
The collapse behavior of plate girders loaded in shear
-
Porter, D. M., Rockey, K. C., and Evans, H. R. (1975). "The collapse behavior of plate girders loaded in shear." Struct. Eng., 53(8), 313-325.
-
(1975)
Struct. Eng.
, vol.53
, Issue.8
, pp. 313-325
-
-
Porter, D.M.1
Rockey, K.C.2
Evans, H.R.3
-
22
-
-
0002545031
-
Ultimate shear strength of thin webbed steel and concrete composite girders
-
Cardiff, UK, R. Narayanan, ed., Elsevier London
-
Porter, D. M., and Cherif, Z. A. E. (1987). "Ultimate shear strength of thin webbed steel and concrete composite girders." Proc., Int. Conf., on Steel and Aluminium Structures, Cardiff, UK, R. Narayanan, ed., Elsevier London, 55-64.
-
(1987)
Proc., Int. Conf., on Steel and Aluminium Structures
, pp. 55-64
-
-
Porter, D.M.1
Cherif, Z.A.E.2
-
23
-
-
0030721945
-
Behavior and cracking of slabs as part of composite beams in regions with negative bending moments
-
ASCE, New York
-
Ramm, W., and Elz, Stephan (1997). "Behavior and cracking of slabs as part of composite beams in regions with negative bending moments." Proc., Engineering Foundation Conf. ASCE, New York, 871-886.
-
(1997)
Proc., Engineering Foundation Conf.
, pp. 871-886
-
-
Ramm, W.1
Elz, S.2
-
24
-
-
0033738507
-
Behavior and modeling of reinforced composite slab in tension
-
Rex, O. C. and Easterling, W. S. (2000). "Behavior and modeling of reinforced composite slab in tension." J. Struct. Eng., 126(7). 764-771.
-
(2000)
J. Struct. Eng.
, vol.126
, Issue.7
, pp. 764-771
-
-
Rex, O.C.1
Easterling, W.S.2
-
25
-
-
0026186730
-
Shear strength of composite plate girders with web cutouts
-
Roberts, T. M., and Al-Amery, R. I. M. (1991). "Shear strength of composite plate girders with web cutouts." J. Struct. Eng., 117(7), 1897-1910.
-
(1991)
J. Struct. Eng.
, vol.117
, Issue.7
, pp. 1897-1910
-
-
Roberts, T.M.1
Al-Amery, R.I.M.2
-
26
-
-
0015285764
-
The ultimate load behavior of plate girders loaded in shear
-
Rockey, K. C., and Skaloud, M. (1972). "The ultimate load behavior of plate girders loaded in shear." Struct. Eng., 50(1), 29-48.
-
(1972)
Struct. Eng.
, vol.50
, Issue.1
, pp. 29-48
-
-
Rockey, K.C.1
Skaloud, M.2
-
27
-
-
0012227445
-
Nonlinear FE analysis of steel-concrete composite structures
-
Sebastian, W. M., and McConnel, R. E. (2000). "Nonlinear FE analysis of steel-concrete composite structures." J. Struct. Eng., 126(6), 662-674.
-
(2000)
J. Struct. Eng.
, vol.126
, Issue.6
, pp. 662-674
-
-
Sebastian, W.M.1
McConnel, R.E.2
-
28
-
-
0031177303
-
Local buckling in class 2 continuous composite beams
-
Tehami, M. (1997). "Local buckling in class 2 continuous composite beams." J. Constr. Steel Res., 43(1-3), 141-159.
-
(1997)
J. Constr. Steel Res.
, vol.43
, Issue.1-3
, pp. 141-159
-
-
Tehami, M.1
-
29
-
-
0032649031
-
Nonlinear analysis of steel-concrete composite beams curved in plan
-
Thevendran, V., Chen, S., Shanmugam, N. E., and Liew, J. Y. R. (1999). "Nonlinear analysis of steel-concrete composite beams curved in plan. " Finite Elem. Anal. Design, 32(3), 125-139.
-
(1999)
Finite Elem. Anal. Design
, vol.32
, Issue.3
, pp. 125-139
-
-
Thevendran, V.1
Chen, S.2
Shanmugam, N.E.3
Liew, J.Y.R.4
|