-
1
-
-
0004167852
-
Stress-strain relationships of reinforcing bars subjected to large strain reversals
-
Dept. of Civ. Engrg., Univ. of Illinois, Urbana, Ill.
-
Aktan, A. E., Karlsson, B. I., and Sozen, M. A. (1973). "Stress-strain relationships of reinforcing bars subjected to large strain reversals." Res. Rep. NSFRG GI 29934, Dept. of Civ. Engrg., Univ. of Illinois, Urbana, Ill.
-
(1973)
Res. Rep. NSFRG GI 29934
-
-
Aktan, A.E.1
Karlsson, B.I.2
Sozen, M.A.3
-
2
-
-
0022727979
-
Analysis of Bauschinger effect
-
Bate, P. S., and Wilson, D. V. (1986). "Analysis of Bauschinger effect." Acta Metallurgica, 34(6), 1097-1105.
-
(1986)
Acta Metallurgica
, vol.34
, Issue.6
, pp. 1097-1105
-
-
Bate, P.S.1
Wilson, D.V.2
-
3
-
-
0542403262
-
Variations in the elastic limit of iron and steel [summarized translation]
-
Bauschinger, J. (1887). "Variations in the elastic limit of iron and steel [summarized translation]." J. Iron and Steel Inst., 1, 442-444.
-
(1887)
J. Iron and Steel Inst.
, vol.1
, pp. 442-444
-
-
Bauschinger, J.1
-
4
-
-
3242857961
-
Seismic energy based fatigue damage analysis of bridge columns. Part I: Evaluation of seismic capacity
-
Dept. of Civ. Engrg., State Univ. of New York at Buffalo, N.Y.
-
Chang, G. A., and Mander, J. B. (1994). "Seismic energy based fatigue damage analysis of bridge columns. Part I: Evaluation of seismic capacity." Res. Rep. NCEER-94-0006, Dept. of Civ. Engrg., State Univ. of New York at Buffalo, N.Y.
-
(1994)
Res. Rep. NCEER-94-0006
-
-
Chang, G.A.1
Mander, J.B.2
-
5
-
-
0016429001
-
A model of nonlinearly hardening materials for complex lading
-
Dafalias, Y. F., and Popov, E. P. (1975). "A model of nonlinearly hardening materials for complex lading." Acta Mechanica, 21(3), 173-192.
-
(1975)
Acta Mechanica
, vol.21
, Issue.3
, pp. 173-192
-
-
Dafalias, Y.F.1
Popov, E.P.2
-
6
-
-
0003534201
-
The dynamic behavior of reinforced concrete bridge piers subjected to New Zealand seismicity
-
Dept. of Civ. Engrg., Univ. of Canterbury, Christchurch, New Zealand
-
Dodd, L. L., and Cooke, N. (1992). "The dynamic behavior of reinforced concrete bridge piers subjected to New Zealand seismicity." Res. Rep. 92-04, Dept. of Civ. Engrg., Univ. of Canterbury, Christchurch, New Zealand.
-
(1992)
Res. Rep. 92-04
-
-
Dodd, L.L.1
Cooke, N.2
-
7
-
-
0029276721
-
Model for predicting cyclic behavior of reinforcing steel
-
ASCE
-
Dodd, L. L., and Restrepo-Posada, J. I. (1995). "Model for predicting cyclic behavior of reinforcing steel." J. Struct. Engrg., ASCE, 121(3), 433-445.
-
(1995)
J. Struct. Engrg.
, vol.121
, Issue.3
, pp. 433-445
-
-
Dodd, L.L.1
Restrepo-Posada, J.I.2
-
8
-
-
0003923006
-
Effects of bond deterioration on hysteretic behavior of reinforced concrete joints
-
Earthquake Engrg. Res. Ctr., University of California, Berkeley, Calif.
-
Filippou, F. C., Popov, E. P., and Bertero, V. V. (1983). "Effects of bond deterioration on hysteretic behavior of reinforced concrete joints." EERC Rep. 83-19, Earthquake Engrg. Res. Ctr., University of California, Berkeley, Calif.
-
(1983)
EERC Rep. 83-19
-
-
Filippou, F.C.1
Popov, E.P.2
Bertero, V.V.3
-
9
-
-
0141876013
-
-
Stroiizdat, Moscow, Russia (in Russian)
-
Geniev, G. A., Kissiuk, V. N., and Tiupin, G. A. (1974). Theory of plasticity of concrete and reinforced concrete. Stroiizdat, Moscow, Russia (in Russian).
-
(1974)
Theory of Plasticity of Concrete and Reinforced Concrete
-
-
Geniev, G.A.1
Kissiuk, V.N.2
Tiupin, G.A.3
-
11
-
-
0015646561
-
Cyclic load behavior of reinforcing steel
-
Kent, D. C., and Park, R. (1973). "Cyclic load behavior of reinforcing steel." Stain, J. British Soc. for Strain Measurement, 9(3), 98-103.
-
(1973)
Stain, J. British Soc. for Strain Measurement
, vol.9
, Issue.3
, pp. 98-103
-
-
Kent, D.C.1
Park, R.2
-
14
-
-
0003740950
-
Experimental and analytical studies on the hysteretic behavior of reinforced concrete rectangular and T-beams
-
Earthquake Engrg. Res. Ctr., University of California, Berkeley, Calif.
-
Ma, S.-Y. M., Bertero, V. V, and Popov, E. P. (1976). "Experimental and analytical studies on the hysteretic behavior of reinforced concrete rectangular and T-beams." EERC Rep. 76-02, Earthquake Engrg. Res. Ctr., University of California, Berkeley, Calif.
-
(1976)
EERC Rep. 76-02
-
-
Ma, S.-Y.M.1
Bertero, V.V.2
Popov, E.P.3
-
15
-
-
0003763143
-
Seismic design of bridge piers
-
Dept. of Civ. Engrg., Univ. of Canterbury, Christchurch, New Zealand
-
Mander, J. B., Priestly, M. J. N., and Park, R. (1984). "Seismic design of bridge piers." Res. Rep. 84-02, Dept. of Civ. Engrg., Univ. of Canterbury, Christchurch, New Zealand.
-
(1984)
Res. Rep. 84-02
-
-
Mander, J.B.1
Priestly, M.J.N.2
Park, R.3
-
17
-
-
0002552541
-
Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and non-elastic behavior of elements under combined normal force and bending
-
International Association of Bridge and Structural Engineering, Lisbon, Portugal
-
Menegotto, M., and Pinto, P. E. (1973). "Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and non-elastic behavior of elements under combined normal force and bending." Proc., JABSE Symp. of Resistance and Ultimate Deformability of Structures Acted on by Well-Defined Repeated Loads, International Association of Bridge and Structural Engineering, Lisbon, Portugal, 15-22.
-
(1973)
Proc., JABSE Symp. of Resistance and Ultimate Deformability of Structures Acted on by Well-Defined Repeated Loads
, pp. 15-22
-
-
Menegotto, M.1
Pinto, P.E.2
-
18
-
-
0026989293
-
Nonlinear cyclic behavior of reinforcing bars including buckling
-
ASCE
-
Monti, G., and Nuti, C. (1992). "Nonlinear cyclic behavior of reinforcing bars including buckling." J. Struct. Engrg., ASCE, 118(12), 3268-3284.
-
(1992)
J. Struct. Engrg.
, vol.118
, Issue.12
, pp. 3268-3284
-
-
Monti, G.1
Nuti, C.2
-
20
-
-
0003577360
-
-
McGraw-Hill Book Co. Inc., New York, N.Y.
-
Nadai, A. (1950). Theory of flow and fracture of solids, 2nd Ed., Vol. 1, McGraw-Hill Book Co. Inc., New York, N.Y.
-
(1950)
Theory of Flow and Fracture of Solids, 2nd Ed.
, vol.1
-
-
Nadai, A.1
-
21
-
-
0003565284
-
-
Prentice-Hall, Inc., Upper Saddle River, N.J.
-
Nawy, E. G. (1995). Prestressed concrete: fundamental approach, 2nd Ed., Prentice-Hall, Inc., Upper Saddle River, N.J.
-
(1995)
Prestressed Concrete: Fundamental Approach, 2nd Ed.
-
-
Nawy, E.G.1
-
23
-
-
0015376105
-
Reinforced concrete members with cyclic loading
-
ASCE
-
Park, R., Kent, D., and Sampson, R. (1972). "Reinforced concrete members with cyclic loading." J. Struct. Div., ASCE, 98(7), 1341-1360.
-
(1972)
J. Struct. Div.
, vol.98
, Issue.7
, pp. 1341-1360
-
-
Park, R.1
Kent, D.2
Sampson, R.3
-
25
-
-
0003812657
-
Description of stress-strain curves by three parameters
-
National Advisory Committee on Aeronautics, Washington, D.C.
-
Ramberg, W., and Osgood, W. R. (1943). "Description of stress-strain curves by three parameters." NACA Rep. TN-902, National Advisory Committee on Aeronautics, Washington, D.C.
-
(1943)
NACA Rep. TN-902
-
-
Ramberg, W.1
Osgood, W.R.2
-
26
-
-
84889216930
-
Response of RC critical regions under large amplitude reversed actions
-
Comité Euro-International du Beton, Lausanne, Switzerland
-
"Response of RC critical regions under large amplitude reversed actions." (1983). Bull. D'Information No. 161, Comité Euro-International du Beton, Lausanne, Switzerland.
-
(1983)
Bull. D'Information No. 161
-
-
-
27
-
-
0028547370
-
Variables affecting cyclic behavior of reinforcing steel
-
ASCE
-
Restrepo-Posada, J. I., Dodd, L. L., Park, R., and Cooke, N. (1994). "Variables affecting cyclic behavior of reinforcing steel." J. Struct. Engrg., ASCE. 120(11), 3178-3196.
-
(1994)
J. Struct. Engrg.
, vol.120
, Issue.11
, pp. 3178-3196
-
-
Restrepo-Posada, J.I.1
Dodd, L.L.2
Park, R.3
Cooke, N.4
-
28
-
-
0039794119
-
Post-elastic behavior of reinforced concrete frame-wall components and assemblages subjected to simulated seismic loading
-
Dept. of Civ. Engrg., Univ. of Canterbury, Christchurch, New Zealand
-
Spurr, D. D., and Paulay, T. (1984). "Post-elastic behavior of reinforced concrete frame-wall components and assemblages subjected to simulated seismic loading." Res. Rep. 84-19, Dept. of Civ. Engrg., Univ. of Canterbury, Christchurch, New Zealand.
-
(1984)
Res. Rep. 84-19
-
-
Spurr, D.D.1
Paulay, T.2
-
29
-
-
13944251521
-
The development of a mathematical model to predict the flexural response of reinforced concrete beams to cyclic loads, using system identification
-
Univ. of California, Berkeley, Calif.
-
Stanton, J. F., and McNiven, H. D. (1979). "The development of a mathematical model to predict the flexural response of reinforced concrete beams to cyclic loads, using system identification." Rep. No. EERC 79-02, Univ. of California, Berkeley, Calif.
-
(1979)
Rep. No. EERC 79-02
-
-
Stanton, J.F.1
McNiven, H.D.2
-
30
-
-
11744251911
-
Stress-strain model for grade 275 reinforcing steel with cyclic loading
-
Waikanae, New Zealand
-
Thompson, K. J., and Park, R. (1978). "Stress-strain model for grade 275 reinforcing steel with cyclic loading." Bull, New Zealand Nat. Soc. for Earthquake Engrg., Waikanae, New Zealand, 11(2), 101-109.
-
(1978)
Bull, New Zealand Nat. Soc. for Earthquake Engrg.
, vol.11
, Issue.2
, pp. 101-109
-
-
Thompson, K.J.1
Park, R.2
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