-
3
-
-
0020815048
-
Constitutive model for concrete under dynamic loading
-
Bicanic, N., and Zienkiewicz, O. C. (1983). "Constitutive model for concrete under dynamic loading." Earthquake Eng. Struct. Dyn., 11, 689-711.
-
(1983)
Earthquake Eng. Struct. Dyn.
, vol.11
, pp. 689-711
-
-
Bicanic, N.1
Zienkiewicz, O.C.2
-
4
-
-
0017506334
-
Finite-element studies of shear critical RC beams
-
Cedolin, L., and Dei Poli, S. (1977). "Finite-element studies of shear critical RC beams." J. Eng. Mech. Div., Am. Soc. Civ. Eng., 103(3), 395-410.
-
(1977)
J. Eng. Mech. Div., Am. Soc. Civ. Eng.
, vol.103
, Issue.3
, pp. 395-410
-
-
Cedolin, L.1
Dei Poli, S.2
-
5
-
-
0005939810
-
Nonlinear transient dynamic analysis of three dimensional structures
-
E. Hinton, ed., Pine Ridge, Swansea, U.K.
-
Cervera, E., Hinton, E., Bonnet, J., and Bicanic, N. (1987). "Nonlinear transient dynamic analysis of three dimensional structures." Numerical methods and software for dynamic analysis of plates and shells, E. Hinton, ed., Pine Ridge, Swansea, U.K.
-
(1987)
Numerical Methods and Software for Dynamic Analysis of Plates and Shells
-
-
Cervera, E.1
Hinton, E.2
Bonnet, J.3
Bicanic, N.4
-
6
-
-
33747338610
-
Concrete material model for earthquake loading including strain rate and loading history
-
Chappuis, P., and Bachmann, H. (1988). "Concrete material model for earthquake loading including strain rate and loading history." Eur. Earthquake Eng., 1, 22-33.
-
(1988)
Eur. Earthquake Eng.
, vol.1
, pp. 22-33
-
-
Chappuis, P.1
Bachmann, H.2
-
8
-
-
0012691221
-
Behavior of Plain concrete under various high triaxial loading conditions
-
Air Force Weapons Laboratory, N.M.
-
Chinn, J., and Zimmerman, R. M. (1965). "Behavior of Plain concrete under various high triaxial loading conditions." Technical Rep. WL-TR 64-123, Air Force Weapons Laboratory, N.M.
-
(1965)
Technical Rep.
, vol.WL-TR 64-123
-
-
Chinn, J.1
Zimmerman, R.M.2
-
9
-
-
33747367647
-
Impulsive loading on concrete structures
-
Paris
-
Crutzen, Y., Reyne, J., and Vellafane, E. (1981). "Impulsive loading on concrete structures." SMIR 6, Paper J, 10/1, Paris.
-
(1981)
SMIR 6, Paper J
, vol.10
, Issue.1
-
-
Crutzen, Y.1
Reyne, J.2
Vellafane, E.3
-
10
-
-
0025400681
-
Tension stiffness model for reinforced concrete bars
-
Gupta, A. K., and Maestrini, S. R. (1990). "Tension stiffness model for reinforced concrete bars." J. Struct. Eng., 116(3), 769-790.
-
(1990)
J. Struct. Eng.
, vol.116
, Issue.3
, pp. 769-790
-
-
Gupta, A.K.1
Maestrini, S.R.2
-
12
-
-
0021661763
-
Comparisons of shear stiffness formulations for cracked reinforced concrete elements
-
F. Damjanic et al., eds., Pine Ridge, Swansea, U.K.
-
Kolmar, W., and Mehlhorn, G. (1984). "Comparisons of shear stiffness formulations for cracked reinforced concrete elements." Proc., Int. Conf. on Computer Aided Analysis and Design of Concrete Structures, F. Damjanic et al., eds., Pine Ridge, Vol. I, Swansea, U.K., 133-147.
-
(1984)
Proc., Int. Conf. on Computer Aided Analysis and Design of Concrete Structures
, vol.1
, pp. 133-147
-
-
Kolmar, W.1
Mehlhorn, G.2
-
13
-
-
85114732894
-
Strain and ultimate strength of concrete under triaxial stresses
-
Detroit, ACT
-
Launay, P., and Gachon, H. (1972). "Strain and ultimate strength of concrete under triaxial stresses." Special publication SP-34, Detroit, ACT, 269-282.
-
(1972)
Special Publication
, vol.SP-34
, pp. 269-282
-
-
Launay, P.1
Gachon, H.2
-
14
-
-
0029310158
-
Triaxial failure criterion for concrete and its generalization
-
Menetrey, Ph., and Willam, 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, Ph.1
Willam, K.J.2
-
15
-
-
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(10), 802-807.
-
(1970)
ACI J.
, vol.67
, Issue.10
, pp. 802-807
-
-
Mills, L.L.1
Zimmerman, R.M.2
-
16
-
-
33747374539
-
A constitutive model for concrete in high rate of loading situations
-
Delft, The Netherlands
-
Nilsson, L., and Glemberg, R. (1981). "A constitutive model for concrete in high rate of loading situations." Proc., IABSE Colloquium, Delft, The Netherlands, 159-174.
-
(1981)
Proc., IABSE Colloquium
, pp. 159-174
-
-
Nilsson, L.1
Glemberg, R.2
-
17
-
-
33645016262
-
Fundamental problems in viscoplasticity
-
Perzyna, P. (1966). "Fundamental problems in viscoplasticity." Adv. Appl. Mech., 9, 243-377.
-
(1966)
Adv. Appl. Mech.
, vol.9
, pp. 243-377
-
-
Perzyna, P.1
-
18
-
-
49949129710
-
Analysis of prestressed concrete reactor vessels
-
Rashid, Y. R. (1968). "Analysis of prestressed concrete reactor vessels." J. Eng. Design, 7(4), 334-344.
-
(1968)
J. Eng. Design
, vol.7
, Issue.4
, pp. 334-344
-
-
Rashid, Y.R.1
-
19
-
-
0016895677
-
Dynamic rupture analysis of reinforced concrete shells
-
Rebora, B., and Zimmerman, R. M. (1976). "Dynamic rupture analysis of reinforced concrete shells." Nucl. Eng. Des., 37, 269-297.
-
(1976)
Nucl. Eng. Des.
, vol.37
, pp. 269-297
-
-
Rebora, B.1
Zimmerman, R.M.2
-
20
-
-
0022676243
-
Dynamic constitutive behavior of concrete
-
Soroushian, P., Ki-Bong, C. and Alhamad, A. (1986). "Dynamic constitutive behavior of concrete." ACI J., 83, 251-259.
-
(1986)
ACI J.
, vol.83
, pp. 251-259
-
-
Soroushian, P.1
Ki-Bong, C.2
Alhamad, A.3
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