-
1
-
-
0030735164
-
Effect of size on flexural behavior of high strength concrete beams
-
Alca, N., Alexander, S. D. B. and MacGregor, J. G. (1997). "Effect of size on flexural behavior of high strength concrete beams." ACI Structural Journal, 94(1), 59-67.
-
(1997)
ACI Structural Journal
, vol.94
, Issue.1
, pp. 59-67
-
-
Alca, N.1
Alexander, S.D.B.2
MacGregor, J.G.3
-
2
-
-
0001647679
-
Numerical simulation of size effect in shear strength of RC beams
-
JSCE
-
An, X., Maekawa, K. and Okamura, H. (1997). "Numerical simulation of size effect in shear strength of RC beams." Journal of Materials, Concrete Structures and Pavement, JSCE, V-35(564), 297-316.
-
(1997)
Journal of Materials, Concrete Structures and Pavement
, vol.V-35
, Issue.564
, pp. 297-316
-
-
An, X.1
Maekawa, K.2
Okamura, H.3
-
3
-
-
11344251834
-
Computer simulation as a design tools for concrete structures
-
Bahrain
-
Cervenka, V. and Cervenka, J. "Computer simulation as a design tools for concrete structures." ICCE-96, Bahrain.
-
ICCE-96
-
-
Cervenka, V.1
Cervenka, J.2
-
4
-
-
0012488248
-
Modeling for post-yield buckling of reinforcement bar including buckling
-
ASCE
-
Dhakal, R. P. and Maekawa, K. (2002). "Modeling for post-yield buckling of reinforcement bar including buckling." Journal of Structural Engineering, ASCE, 128(9), 1139-1147.
-
(2002)
Journal of Structural Engineering
, vol.128
, Issue.9
, pp. 1139-1147
-
-
Dhakal, R.P.1
Maekawa, K.2
-
5
-
-
3142704390
-
Time-dependent nonlinearity of compression softening in concrete
-
Japan Concrete Institute
-
El-Kashif, K. F. and Maekawa, K. (2004). "Time-dependent nonlinearity of compression softening in concrete." Journal of Advanced Concrete Technology, Japan Concrete Institute, 2(2), 233-247.
-
(2004)
Journal of Advanced Concrete Technology
, vol.2
, Issue.2
, pp. 233-247
-
-
El-Kashif, K.F.1
Maekawa, K.2
-
6
-
-
3142700967
-
Computational model for time-dependent compressive behavior based on plasticity and fracturing approach
-
El-Kashif, K. F. and Maekawa, K. (2003). "Computational model for time-dependent compressive behavior based on plasticity and fracturing approach." JCI Proceedings, 25(2), 145-150.
-
(2003)
JCI Proceedings
, vol.25
, Issue.2
, pp. 145-150
-
-
El-Kashif, K.F.1
Maekawa, K.2
-
8
-
-
0001243267
-
Stress-strain results of concrete from circumferential strain feedback control testing
-
Jansen, D. C., Shah, S. P. and Rossow, E. C. (1995). "Stress-strain results of concrete from circumferential strain feedback control testing." ACI Material Journal, 92(4), 419-428.
-
(1995)
ACI Material Journal
, vol.92
, Issue.4
, pp. 419-428
-
-
Jansen, D.C.1
Shah, S.P.2
Rossow, E.C.3
-
9
-
-
2942552968
-
Effect of length on compressive strain softening of concrete
-
ASCE
-
Jansen, D. and Shah. S. P. (1997). "Effect of length on compressive strain softening of concrete." Journal of Engineering Mechanics, ASCE, 123(1), 25-35.
-
(1997)
Journal of Engineering Mechanics
, vol.123
, Issue.1
, pp. 25-35
-
-
Jansen, D.1
Shah, S.P.2
-
10
-
-
3142712600
-
Localization effects and fracture mechanism of concrete in compression
-
Lettsrisakulrat, T., Watanabe, K., Matsuo, M. and Niwa, J. (2000). "Localization effects and fracture mechanism of concrete in compression." JCI Proceedings, 22(3), 145-150.
-
(2000)
JCI Proceedings
, vol.22
, Issue.3
, pp. 145-150
-
-
Lettsrisakulrat, T.1
Watanabe, K.2
Matsuo, M.3
Niwa, J.4
-
11
-
-
3142686794
-
Cyclic cumulative damaging of reinforced concrete in post-peak regions
-
Japan Concrete Institute
-
Maekawa, K. and El-Kashif, K. F. (2004). "Cyclic cumulative damaging of reinforced concrete in post-peak regions." Journal of Advanced Concrete Technology, Japan Concrete Institute, 2(2), 257-271.
-
(2004)
Journal of Advanced Concrete Technology
, vol.2
, Issue.2
, pp. 257-271
-
-
Maekawa, K.1
El-Kashif, K.F.2
-
13
-
-
0000371688
-
Compressive fracture energy and fracture zone length of concrete
-
Japan Concrete Institute
-
Nakamura, H. and Higai, T. (1999). "Compressive fracture energy and fracture zone length of concrete." Seminar on Post-peak Behavior of RC Structures Subjected to Seismic Loads, Japan Concrete Institute, C51E(2), 259-272.
-
(1999)
Seminar on Post-peak Behavior of RC Structures Subjected to Seismic Loads
, vol.C51E
, Issue.2
, pp. 259-272
-
-
Nakamura, H.1
Higai, T.2
-
15
-
-
3943052251
-
Effectiveness of laterally arranged reinforcement on the confinement of core concrete
-
Pallewatta, T. M., Irawan, P. and Maekawa, K. (1995). "Effectiveness of laterally arranged reinforcement on the confinement of core concrete." Proc. of JSCE, V-28(520), 297-308.
-
(1995)
Proc. of JSCE
, vol.V-28
, Issue.520
, pp. 297-308
-
-
Pallewatta, T.M.1
Irawan, P.2
Maekawa, K.3
-
16
-
-
0022707946
-
Multiaxial strain-softening of concrete, Part I: Fracture
-
RILEM
-
Van Mier, J. G. M. (1986). "Multiaxial strain-softening of concrete, Part I: Fracture." Material and structures, RILEM, 19(111), 179-190.
-
(1986)
Material and Structures
, vol.19
, Issue.111
, pp. 179-190
-
-
Van Mier, J.G.M.1
-
17
-
-
0035470495
-
Localization and size-dependent response of reinforced concrete beams
-
Weiss, J., Kadir, G. and Shah, S. P. (2001). "Localization and size-dependent response of reinforced concrete beams." ACI Structural Journal, 98(5), 686-695.
-
(2001)
ACI Structural Journal
, vol.98
, Issue.5
, pp. 686-695
-
-
Weiss, J.1
Kadir, G.2
Shah, S.P.3
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