-
1
-
-
0346032131
-
The stress-strain relationship of confined and unconfined normal and high strength concretes
-
School of Civ. Engrg., The University of New South Wales, Sydney, Australia
-
Attard, M. M., and Setunge, S. (1994). "The stress-strain relationship of confined and unconfined normal and high strength concretes. UNICIV Rep. R-341, School of Civ. Engrg., The University of New South Wales, Sydney, Australia.
-
(1994)
UNICIV Rep. R-341
-
-
Attard, M.M.1
Setunge, S.2
-
2
-
-
0004044492
-
Shearing strength of concrete under high triaxial stress-computation of Mohr's envelope as a curve
-
Structural Research Laboratory, Denver, Colo
-
Balmer, G. (1949). "Shearing strength of concrete under high triaxial stress-computation of Mohr's envelope as a curve." Struct. Res. Lab. Rep. No. SP-23, Structural Research Laboratory, Denver, Colo.
-
(1949)
Struct. Res. Lab. Rep. No. SP-23
-
-
Balmer, G.1
-
3
-
-
0021497185
-
Crack shear in concrete: Crack band microplane model
-
Bazant, Z. P., and Gambarova, P. G. (1984). "Crack shear in concrete: crack band microplane model. J. Struct. Engrg., ASCE, 110(9), 2015-2035.
-
(1984)
J. Struct. Engrg., ASCE
, vol.110
, Issue.9
, pp. 2015-2035
-
-
Bazant, Z.P.1
Gambarova, P.G.2
-
4
-
-
0024101709
-
Microplane model for brittle- Plastic material. I: Theory
-
Bazant, Z. P., and Prat, P. C. (1988a). "Microplane model for brittle- plastic material. I: Theory." J. Engrg. Mech., ASCE, 114(10), 1672- 1688.
-
(1988)
J. Engrg. Mech., ASCE
, vol.114
, Issue.10
, pp. 1672-1688
-
-
Bazant, Z.P.1
Prat, P.C.2
-
5
-
-
0024101650
-
Microplane model for brittle- Plastic material. II: Verification
-
Bazant, Z. P., and Prat, P. C. (1988b). "Microplane model for brittle- plastic material. II: Verification." J. Engrg. Mech., ASCE, 114(10), 1689-1702.
-
(1988)
J. Engrg. Mech., ASCE
, vol.114
, Issue.10
, pp. 1689-1702
-
-
Bazant, Z.P.1
Prat, P.C.2
-
6
-
-
0001144972
-
Microplane model for concrete. I: Stress-strain boundaries and finite strain
-
Bazant, Z. P., Xiang, Y., and Prat, P. C. (1996). "Microplane model for concrete. I: Stress-strain boundaries and finite strain." J. Engrg. Mech., ASCE, 122(3), 245-254.
-
(1996)
J. Engrg. Mech., ASCE
, vol.122
, Issue.3
, pp. 245-254
-
-
Bazant, Z.P.1
Xiang, Y.2
Prat, P.C.3
-
7
-
-
0026680052
-
New explicit microplane model for concrete: Theoretical aspects and numerical implementation
-
Carol, I., Prat, P. C., and Bazant, Z. P. (1992). "New explicit microplane model for concrete: theoretical aspects and numerical implementation." Int. J. Solids and Struct., 29(9), 1173-1191.
-
(1992)
Int. J. Solids and Struct.
, vol.29
, Issue.9
, pp. 1173-1191
-
-
Carol, I.1
Prat, P.C.2
Bazant, Z.P.3
-
8
-
-
0012691221
-
Behavior of plain concrete under various high triaxial compression loading conditions
-
Air Force Weapons Laboratory, N.M.
-
Chinn, J., and Zimmerman, R. M. (1965). "Behavior of plain concrete under various high triaxial compression loading conditions." Tech. Report, WL TR 64-163, Air Force Weapons Laboratory, N.M.
-
(1965)
Tech. Report, WL TR 64-163
-
-
Chinn, J.1
Zimmerman, R.M.2
-
9
-
-
0029276371
-
Stress-strain model for confined high-strength concrete
-
Cusson, D., and Paultre, P. (1995). "Stress-strain model for confined high-strength concrete." J. Struct. Engrg., ASCE, 121(3), 468-477.
-
(1995)
J. Struct. Engrg., ASCE
, vol.121
, Issue.3
, pp. 468-477
-
-
Cusson, D.1
Paultre, P.2
-
10
-
-
0009351838
-
Uniaxial stress-strain curves for normal and high strength concrete
-
Dept. of Struct. Engrg., Technical University of Denmark, Lyngby, Denmark
-
Dahl, K. B. (1992a). "Uniaxial stress-strain curves for normal and high strength concrete." Res. Rep., Series No. 282, Dept. of Struct. Engrg., Technical University of Denmark, Lyngby, Denmark.
-
(1992)
Res. Rep., Series No. 282
, vol.282
-
-
Dahl, K.B.1
-
11
-
-
0003441381
-
A failure criterion for normal and high strength concrete
-
Dept. of Struct. Engrg., Technical University of Denmark, Lyngby, Denmark
-
Dahl, K. B. (1992b). "A failure criterion for normal and high strength concrete." Res. Rep., Series No. 286, Dept. of Struct. Engrg., Technical University of Denmark, Lyngby, Denmark.
-
(1992)
Res. Rep., Series No. 286
, vol.286
-
-
Dahl, K.B.1
-
12
-
-
0031141955
-
Experimental tests on eccentrically loaded high strength concrete columns
-
Foster, S. J., and Attard, M. M. (1997a). "Experimental tests on eccentrically loaded high strength concrete columns. ACI Struct. J., 94(3), 2295-303.
-
(1997)
ACI Struct. J.
, vol.94
, Issue.3
, pp. 2295-2303
-
-
Foster, S.J.1
Attard, M.M.2
-
14
-
-
2942552968
-
Effect of length on compressive strain softening of concrete
-
Jansen, D. C., and Shah, S. P. (1997). "Effect of length on compressive strain softening of concrete. J. Engrg. Mech., ASCE, 123(1), 25-35.
-
(1997)
J. Engrg. Mech., ASCE
, vol.123
, Issue.1
, pp. 25-35
-
-
Jansen, D.C.1
Shah, S.P.2
-
15
-
-
0343650942
-
Microplane model for the finite element analysis of reinforced concrete tied columns
-
School of Civ. and Envir. Engrg., The University of New South Wales, Sydney, Australia
-
Liu, J., and Foster, S. J. (1998). "Microplane model for the finite element analysis of reinforced concrete tied columns. UNICIV Rep. R-368, School of Civ. and Envir. Engrg., The University of New South Wales, Sydney, Australia.
-
(1998)
UNICIV Rep. R-368
-
-
Liu, J.1
Foster, S.J.2
-
16
-
-
0029310158
-
Triaxial failure criterion for concrete and its generalization
-
Menetrey, P., and William, K. J. (1995). "Triaxial failure criterion for concrete and its generalization." ACI Struct. J., 92(3), 311-318.
-
(1995)
ACI Struct. J.
, vol.92
, Issue.3
, pp. 311-318
-
-
Menetrey, P.1
William, K.J.2
-
17
-
-
0014865189
-
Compressive strength of plain concrete under multiaxial loading conditions
-
Mills, L. L., and Zimmerman, R. M. (1970). "Compressive strength of plain concrete under multiaxial loading conditions." ACI J., 67(47), 802-807.
-
(1970)
ACI J.
, vol.67
, Issue.47
, pp. 802-807
-
-
Mills, L.L.1
Zimmerman, R.M.2
-
18
-
-
0031147394
-
Axial load behavior of large-scale spirally-reinforced high-strength concrete columns
-
Pessiki, S., and Pieroni, A. (1997). "Axial load behavior of large-scale spirally-reinforced high-strength concrete columns." ACI Struct. J., 94(3), 304-314.
-
(1997)
ACI Struct. J.
, vol.94
, Issue.3
, pp. 304-314
-
-
Pessiki, S.1
Pieroni, A.2
-
19
-
-
0003628787
-
Tests of high strength concrete columns under concentric loading
-
Dept. of Civ. Engrg., University of Ottawa, Ottawa, Canada
-
Razvi, S. R., and Saatcioglu, M. (1996). "Tests of high strength concrete columns under concentric loading." Rep. OCEERC 96-03, Dept. of Civ. Engrg., University of Ottawa, Ottawa, Canada.
-
(1996)
Rep. OCEERC 96-03
-
-
Razvi, S.R.1
Saatcioglu, M.2
-
20
-
-
0003573493
-
The failure of plain and spirally reinforced concrete in compression
-
University of Illinois, Engineering Experimental Station, Champaign, Ill
-
Richart, F. E., Brandtzaeg, A., and Brown, R. L. (1929). "The failure of plain and spirally reinforced concrete in compression." Bulletin 190, University of Illinois, Engineering Experimental Station, Champaign, Ill.
-
(1929)
Bulletin
, vol.190
-
-
Richart, F.E.1
Brandtzaeg, A.2
Brown, R.L.3
-
21
-
-
0026880942
-
Strength and ductility of confined concrete
-
Saatcioglu, M., and Razvi, S. R. (1992). "Strength and ductility of confined concrete." J. Struct. Engrg., ASCE, 118(6), 1590-1607.
-
(1992)
J. Struct. Engrg., ASCE
, vol.118
, Issue.6
, pp. 1590-1607
-
-
Saatcioglu, M.1
Razvi, S.R.2
-
22
-
-
0019018841
-
Strength and ductility of tied concrete columns
-
Sheikh, S. A., and Uzumeri, S. M. (1980). "Strength and ductility of tied concrete columns. J. Struct. Engrg., ASCE, 106(5), 1079-1102.
-
(1980)
J. Struct. Engrg., ASCE
, vol.106
, Issue.5
, pp. 1079-1102
-
-
Sheikh, S.A.1
Uzumeri, S.M.2
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