-
1
-
-
0003620841
-
Nonlinear geometric, material and time-dependent analysis of segmentally erected three-dimensional cable stayed bridges
-
Univ. of California, Berkeley, Calif.
-
Abbas, S., and Scordelis, A. C. (1993). "Nonlinear geometric, material and time-dependent analysis of segmentally erected three-dimensional cable stayed bridges." Rep. UCB/SEMM-93/09, Univ. of California, Berkeley, Calif.
-
(1993)
Rep. UCB/SEMM-93/09
-
-
Abbas, S.1
Scordelis, A.C.2
-
2
-
-
0001840581
-
Chapter 7: Mathematical models for creep and shrinkage of concrete
-
Z. P. Bazant and F. H. Witmann, eds., John Wiley & Sons, New York, N. Y.
-
Bazant, Z. P. (1982). "Chapter 7: mathematical models for creep and shrinkage of concrete." Creep and Shrinkage in Concrete Structures, Z. P. Bazant and F. H. Witmann, eds., John Wiley & Sons, New York, N. Y., 163-258.
-
(1982)
Creep and Shrinkage in Concrete Structures
, pp. 163-258
-
-
Bazant, Z.P.1
-
3
-
-
85034302945
-
Computer analysis of segmentaliy erected precast prestressed box girder bridges
-
Ctr. for Hwy. Res., Univ. of Texas, Austin, Tex.
-
Brown, R. C., Burns, N. H., and Breen, J. E. (1974). "Computer analysis of segmentaliy erected precast prestressed box girder bridges." Res. Rep. No. 121-4, Ctr. for Hwy. Res., Univ. of Texas, Austin, Tex.
-
(1974)
Res. Rep. No. 121-4
-
-
Brown, R.C.1
Burns, N.H.2
Breen, J.E.3
-
4
-
-
0024874686
-
Nonlinear time-dependent analysis of planar frames using an 'exact' formulation: I - Theory, II - computer implementation for R. C. structures
-
Carol, I., and Murcia, J. (1989). "Nonlinear time-dependent analysis of planar frames using an 'exact' formulation: I - theory, II - computer implementation for R. C. structures." Comp. and Struct., 33(1), 79-87, 89-102.
-
(1989)
Comp. and Struct.
, vol.33
, Issue.1
, pp. 79-87
-
-
Carol, I.1
Murcia, J.2
-
5
-
-
85034298340
-
Damage-rheology uncoupling for microplane damage tensor, with application to concrete with creep
-
Tucson
-
Carol, I., and Bazant, Z. P. (1991). "Damage-rheology uncoupling for microplane damage tensor, with application to concrete with creep." Proc., int. Conf. on Constitutive Laws, Tucson.
-
(1991)
Proc., Int. Conf. on Constitutive Laws
-
-
Carol, I.1
Bazant, Z.P.2
-
6
-
-
11744342908
-
Analysis of curved nonprismatic reinforced and prestressed concrete box girder bridges
-
Univ. of California, Berkeley, Calif.
-
Choudhury, D. (1986). "Analysis of curved nonprismatic reinforced and prestressed concrete box girder bridges." Rep. No. UCB/SEMM-86/13, Univ. of California, Berkeley, Calif.
-
(1986)
Rep. No. UCB/SEMM-86/13
-
-
Choudhury, D.1
-
8
-
-
11744349023
-
-
PhD thesis, Tech. Univ. of Catalonia, Barcelona, Spain (in Spanish)
-
Cruz, P. (1994). "A model for the nonlinear and time-dependent analysis of sequentially constructed reinforced, prestressed and composite concrete structures," PhD thesis, Tech. Univ. of Catalonia, Barcelona, Spain (in Spanish).
-
(1994)
A Model for the Nonlinear and Time-dependent Analysis of Sequentially Constructed Reinforced, Prestressed and Composite Concrete Structures
-
-
Cruz, P.1
-
9
-
-
85034277330
-
Nonlinear creep: An uncoupled damage-rheology model, creep and shrinkage of concrete
-
Addendum, E & FN Spon, London, England
-
Cruz, P., Marí, A., and Roca, P. (1993). "Nonlinear creep: an uncoupled damage-rheology model, creep and shrinkage of concrete." Proc., Fifth Int. RILEM Symp., Addendum, E & FN Spon, London, England.
-
(1993)
Proc., Fifth Int. RILEM Symp.
-
-
Cruz, P.1
Marí, A.2
Roca, P.3
-
11
-
-
0002297856
-
Der E-Modul von Seilen unter Berucksichtigung des Durchhanges
-
Berlin, Germany, (in German)
-
Ernst, H. J. (1965). "Der E-Modul von Seilen unter Berucksichtigung des Durchhanges." Der Bauingenieur, Berlin, Germany, 2, 52-55 (in German).
-
(1965)
Der Bauingenieur
, vol.2
, pp. 52-55
-
-
Ernst, H.J.1
-
12
-
-
0013219427
-
Benchmark examples for creep and shrinkage analysis computer programs
-
E & FN Spon, London, England
-
Espion, B. (1993). "Benchmark examples for creep and shrinkage analysis computer programs." Proc., Fifth Int. RILEM Symp., E & FN Spon, London, England, 877-888.
-
(1993)
Proc., Fifth Int. RILEM Symp.
, pp. 877-888
-
-
Espion, B.1
-
13
-
-
0013270705
-
Long-term behavior of prestressed and partially prestressed concrete beams
-
American Concrete Institute
-
Espion, B., and Halleux, P. (1991). "Long-term behavior of prestressed and partially prestressed concrete beams." Computer analysis of the effects of creep, shrinkage, and temperature changes on concrete structures. American Concrete Institute, 19-38.
-
(1991)
Computer Analysis of the Effects of Creep, Shrinkage, and Temperature Changes on Concrete Structures
, pp. 19-38
-
-
Espion, B.1
Halleux, P.2
-
14
-
-
0028763144
-
Modelling of prestress in non-linear analysis of concrete structures
-
Figueiras, J. A., and Pvoas, R. H. C. F. (1994). "Modelling of prestress in non-linear analysis of concrete structures." Comp. and Struct., 53(1), 173-187.
-
(1994)
Comp. and Struct.
, vol.53
, Issue.1
, pp. 173-187
-
-
Figueiras, J.A.1
Pvoas, R.H.C.F.2
-
15
-
-
0017948551
-
Buckling of columns taking creep of concrete into account
-
Paris, France, (in French).
-
Foure, B. (1978). "Buckling of columns taking creep of concrete into account." Ann., ITBTP, Paris, France, 359, 1-58 (in French).
-
(1978)
Ann., ITBTP
, vol.359
, pp. 1-58
-
-
Foure, B.1
-
16
-
-
11744307895
-
Redistribution of internal forces due to creep of concrete in a two-span prestressed concrete girder
-
Paris, France, (in French)
-
Foure, B., and Nung, Z. T. (1988). "Redistribution of internal forces due to creep of concrete in a two-span prestressed concrete girder." Ann., ITBTP, Paris, France, 461, 119-155 (in French).
-
(1988)
Ann., ITBTP
, vol.461
, pp. 119-155
-
-
Foure, B.1
Nung, Z.T.2
-
18
-
-
85034307541
-
Time-dependent losses in prestressed concrete construction
-
Univ. of Illinois, Urbana, Ill.
-
Hernández, H. D., and Gamble, W. L. (1975). "Time-dependent losses in prestressed concrete construction." Struct. Res. Series N. 417, Univ. of Illinois, Urbana, Ill.
-
(1975)
Struct. Res. Series N. 417
-
-
Hernández, H.D.1
Gamble, W.L.2
-
20
-
-
0004171784
-
-
PhD thesis, Univ. of California, Berkeley, Calif.
-
Kang, Y. (1977). "Nonlinear geometric, material and time dependent analysis of reinforced and prestressed concrete frames," PhD thesis, Univ. of California, Berkeley, Calif.
-
(1977)
Nonlinear Geometric, Material and Time Dependent Analysis of Reinforced and Prestressed Concrete Frames
-
-
Kang, Y.1
-
21
-
-
0004001553
-
SPCFRAME: Computer program for nonlinear segmental analysis of planar prestressed concrete frames
-
Univ. of California, Berkeley, Calif.
-
Kang, Y. (1989). "SPCFRAME: computer program for nonlinear segmental analysis of planar prestressed concrete frames." Rep. UCB/ SEMN-89-07, Univ. of California, Berkeley, Calif.
-
(1989)
Rep. UCB/ SEMN-89-07
-
-
Kang, Y.1
-
22
-
-
0003764227
-
Redistribution of stresses in segmentally erected prestressed concrete bridges
-
Univ. of California, Berkeley, Calif.
-
Ketchum, M. A. (1986). "Redistribution of stresses in segmentally erected prestressed concrete bridges." Rep. UCB/SESM-86/07, Univ. of California, Berkeley, Calif.
-
(1986)
Rep. UCB/SESM-86/07
-
-
Ketchum, M.A.1
-
24
-
-
0002883826
-
A study of stress relaxation in prestressing reinforcement
-
Magura, D. D., Sozen, M. A., and Siess, C. P. (1964). "A study of stress relaxation in prestressing reinforcement." PCI J., 9(2), 13-57.
-
(1964)
PCI J.
, vol.9
, Issue.2
, pp. 13-57
-
-
Magura, D.D.1
Sozen, M.A.2
Siess, C.P.3
-
25
-
-
0013219423
-
Nonlinear geometric, material and time dependent analysis of three dimensional reinforced and prestressed concrete frames
-
Univ. of California, Berkeley, Calif.
-
Marí, A. R. (1984). "Nonlinear geometric, material and time dependent analysis of three dimensional reinforced and prestressed concrete frames." Rep. No. UCB/SESM-84/12, Univ. of California, Berkeley, Calif.
-
(1984)
Rep. No. UCB/SESM-84/12
-
-
Marí, A.R.1
-
26
-
-
85031215695
-
A general method for the time-dependent analysis of sequentially erected bridges decks
-
Madrid, Spain, (in Spanish)
-
Millanes, F. (1985). "A general method for the time-dependent analysis of sequentially erected bridges decks." Hormigón y Acero, Madrid, Spain, 156, 9-43 (in Spanish).
-
(1985)
Hormigón y Acero
, vol.156
, pp. 9-43
-
-
Millanes, F.1
-
27
-
-
85034301348
-
Time-dependent analysis of concrete frame structures
-
Tech. Univ. of Brno, Czech Republic
-
Nivrátil, J. (1991). "Time-dependent analysis of concrete frame structures." Proc., Field of Concrete Structures and Bridges, Tech. Univ. of Brno, Czech Republic.
-
(1991)
Proc., Field of Concrete Structures and Bridges
-
-
Nivrátil, J.1
-
28
-
-
0027907238
-
Numerical treatment of prestressing tendons in the nonlinear analysis of prestressed concrete structures
-
Roca, P., and Marí, A. R. (1993). "Numerical treatment of prestressing tendons in the nonlinear analysis of prestressed concrete structures." Comp. and Struct., 46(5), 905-916.
-
(1993)
Comp. and Struct.
, vol.46
, Issue.5
, pp. 905-916
-
-
Roca, P.1
Marí, A.R.2
-
30
-
-
85034309067
-
Examples of evaluation of computer codes for creep and shrinkage analysis of concrete structures
-
E & FN Spon, London, England
-
Vonk, R. A., Rots, J. G., Kanstad, T., Ulm, F. J., and Navratil, J. (1993). "Examples of evaluation of computer codes for creep and shrinkage analysis of concrete structures." Proc., Fifth Int. RILSM Symp., E & FN Spon, London, England, 889-924.
-
(1993)
Proc., Fifth Int. RILSM Symp.
, pp. 889-924
-
-
Vonk, R.A.1
Rots, J.G.2
Kanstad, T.3
Ulm, F.J.4
Navratil, J.5
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