-
1
-
-
0004078914
-
-
ACI Committee 209-II, chaired by, Detroit
-
ACI Committee 209-II, chaired by D. E. Branson, Prediction of Creep, Shrinkage, and Temperature Effects in Concrete Structures, ACI SP-27, Designing for the Effects of Creep, Shrinkage, and Temperature, Detroit, 1971, pp. 51-93.
-
(1971)
Prediction of Creep, Shrinkage, and Temperature Effects in Concrete Structures, ACI SP-27, Designing for the Effects of Creep, Shrinkage, and Temperature
, pp. 51-93
-
-
Branson, D.E.1
-
2
-
-
0004078914
-
-
ACI 209R-92, American Concrete Institute, Farmington Hills, MI
-
ACI 209R-92, Prediction of Creep, Shrinkage, and Temperature Effects in Concrete Structures, American Concrete Institute, Farmington Hills, MI, 1992, 47 pp.
-
(1992)
Prediction of Creep, Shrinkage, and Temperature Effects in Concrete Structures
, pp. 47
-
-
-
3
-
-
33748289248
-
-
ACI 209.1R-05, American Concrete Institute, Farmington Hills, MI
-
ACI 209.1R-05, Report on Factors Affecting Shrinkage and Creep of Hardened Concrete, American Concrete Institute, Farmington Hills, MI, 2005, 13 pp.
-
(2005)
Report on Factors Affecting Shrinkage and Creep of Hardened Concrete
, pp. 13
-
-
-
4
-
-
57149138848
-
-
ACI 209.2R-08, American Concrete Institute, Farmington Hills, MI
-
ACI 209.2R-08, Guide for Modeling and Calculation of Shrinkage and Creep in Hardened Concrete, American Concrete Institute, Farmington Hills, MI, 2008, 48 pp.
-
(2008)
Guide for Modeling and Calculation of Shrinkage and Creep in Hardened Concrete
, pp. 48
-
-
-
5
-
-
84945391791
-
-
ACI 209.3R-XX, Final Draft, Chiorino M. A. Chairm. of Edit. Team, ACI Committee, March
-
ACI 209.3R-XX, Analysis of Creep and Shrinkage Effects on Concrete Structures, Final Draft, Chiorino M. A. (Chairm. of Edit. Team), ACI Committee 209, March 2011, 228 pp.
-
(2011)
Analysis of Creep and Shrinkage Effects on Concrete Structures
, vol.209
, pp. 228
-
-
-
6
-
-
51649142942
-
Creep and shrinkage prediction model for analysis and design of concrete structures - Model B3, RILEM draft recommendation, 107-GCS guidelines for the formulation of creep and shrinkage prediction models
-
Bažant, Z. P., and Baweja, S., Creep and Shrinkage Prediction Model for Analysis and Design of Concrete Structures - Model B3, RILEM Draft Recommendation, 107-GCS Guidelines for the Formulation of Creep and Shrinkage Prediction Models, Materials and Structures, Vol. 28, pp. 357-365, 1995
-
(1995)
Materials and Structures
, vol.28
, pp. 357-365
-
-
Bažant, Z.P.1
Baweja, S.2
-
7
-
-
84870520046
-
-
Errata Vol. 29, p. 126
-
Errata
, vol.29
, pp. 126
-
-
-
9
-
-
85100373224
-
Creep and shrinkage prediction model for analysis and design of concrete structures - Model B3
-
A. Al-Manaseer ed., ACI SP-194, Am. Concrete Institute, Farmington Hills, Michigan
-
Bažant, Z. P., and Baweja, S., Creep and Shrinkage Prediction Model for Analysis and Design of Concrete Structures - Model B3, in: A. Al-Manaseer ed., The A. Neville Symposium: Creep and Shrinkage - Structural Design Effects, ACI SP-194, Am. Concrete Institute, Farmington Hills, Michigan, 2000, pp. 1-83.
-
(2000)
The A. Neville Symposium: Creep and Shrinkage - Structural Design Effects
, pp. 1-83
-
-
Bažant, Z.P.1
Baweja, S.2
-
10
-
-
0016568407
-
Shrinkage effect on prestressed concrete containment vessels
-
October
-
Bažant, Z. P., Carreira, D. J. and A. Walser, Shrinkage Effect on Prestressed Concrete Containment Vessels, Journal of the Structural Division, Proceedings of the American Society of Civil Engineers, Vol. 101, No. ST 10, October 1975, pp. 2117-2131.
-
(1975)
Journal of the Structural Division, Proceedings of the American Society of Civil Engineers
, vol.101
, Issue.ST10
, pp. 2117-2131
-
-
Bažant, Z.P.1
Carreira, D.J.2
Walser, A.3
-
11
-
-
84866047564
-
Excessive creep deflections: An awakening
-
August
-
Bažant, Z. P., Hubler, M. H., Yu, Q., Excessive Creep Deflections: An Awakening, ACI Concrete International, August 2011, pp. 44-46.
-
(2011)
ACI Concrete International
, pp. 44-46
-
-
Bažant, Z.P.1
Hubler, M.H.2
Yu, Q.3
-
12
-
-
84255200385
-
Pervasiveness of excessive segmental bridge deflections: Wake-up call for creep
-
Nov.-Dec.
-
Bažant, Z. P., Hubler, M. H., Yu, Q., Pervasiveness of Excessive Segmental Bridge Deflections: Wake-Up Call for Creep, ACI Structural Journal, Vol. 108, No. 6, Nov.-Dec. 2011, pp. 766-774.
-
(2011)
ACI Structural Journal
, vol.108
, Issue.6
, pp. 766-774
-
-
Bažant, Z.P.1
Hubler, M.H.2
Yu, Q.3
-
13
-
-
57149125502
-
Unbiased statistical comparison of creep and shrinkage prediction models
-
Nov.-Dec.
-
Bažant, Z. P., and Li, G.-H., Unbiased Statistical Comparison of Creep and Shrinkage Prediction Models, ACI Materials Journal, Vol. 105, No. 6, Nov.-Dec. 2008, pp. 610-621.
-
(2008)
ACI Materials Journal
, vol.105
, Issue.6
, pp. 610-621
-
-
Bažant, Z.P.1
Li, G.-H.2
-
14
-
-
57149133599
-
Comprehensive database on concrete creep and shrinkage
-
Nov.-Dec.
-
Bažant, Z. P., and Li, G.-H., Comprehensive Database on Concrete Creep and Shrinkage, ACI Materials Journal Vol. 105, No. 6, Nov.-Dec. 2008, pp. 635-638.
-
(2008)
ACI Materials Journal
, vol.105
, Issue.6
, pp. 635-638
-
-
Bažant, Z.P.1
Li, G.-H.2
-
15
-
-
79952324877
-
Prediction of creep and shrinkage and their effects in concrete structures: Critical appraisal
-
T. Tanabe, et al. eds., CRC Press, Boca Raton, FL
-
Bažant, Z. P., Li, G.-H., and Yu, Q., Prediction of Creep and Shrinkage and their Effects in Concrete Structures: Critical Appraisal, Proc., 8th Int. Conf. on Creep, Shrinkage and Durability of Concrete and Concrete Structures - CONCREEP 8, Vol. 2, T. Tanabe, et al. eds., CRC Press, Boca Raton, FL, 2009, pp. 1275-1289.
-
(2009)
Proc., 8th Int. Conf. on Creep, Shrinkage and Durability of Concrete and Concrete Structures - CONCREEP 8
, vol.2
, pp. 1275-1289
-
-
Bažant, Z.P.1
Li, G.-H.2
Yu, Q.3
-
16
-
-
0018012965
-
Practical prediction of time-dependent deformations of concrete - 1. Shrinkage
-
Bažant, Z. P., and Panula, L. Practical prediction of time-dependent deformations of concrete. Materials and Structures Vol. 11, No. 65, 1978, pp. 307-328 (Pubitemid 9405485)
-
(1978)
Mater Constr Mater Struct
, vol.11
, Issue.65
, pp. 307-328
-
-
Bazant, Z.P.1
Panula, L.2
-
19
-
-
0024707702
-
Solidification theory for concrete creep I. Formulation
-
Bažant, Z. P., and Prasannan, S., Solidification theory for concrete creep: I. Formulation, Journal Eng. Mech., 115(8), 1989, pp. 1691-1703. (Pubitemid 21685925)
-
(1989)
Journal of Engineering Mechanics
, vol.115
, Issue.8
, pp. 1691-1703
-
-
Bazant Zdenek, P.1
Prasannan Santosh2
-
20
-
-
0024707760
-
Solidification theory for concrete creep II. Verification and application
-
Bažant, Z. P., and Prasannan, S., Solidification theory for concrete creep: II. Verification and application, Journal Eng. Mech., 115(8), 1989, pp. 1704-1725. (Pubitemid 21685924)
-
(1989)
Journal of Engineering Mechanics
, vol.115
, Issue.8
, pp. 1704-1725
-
-
Bazant Zdenek1
Prasannan Santosh2
-
21
-
-
85015825062
-
Wake-up call for creep, myth about size effect and black holes in safety: What to improve in fib model code draft
-
Bažant, Z. P., Yu, Q., Hubler, M., Krístek, V., and Bittnar, Z., Wake-up call for creep, myth about size effect and black holes in safety: What to improve in fib model code draft, Proc.fib Symposium Prague, Topic 3 Keynote Lecture, 2011, pp. 731-746.
-
(2011)
Proc.fib Symposium Prague, Topic 3 Keynote Lecture
, pp. 731-746
-
-
Bažant, Z.P.1
Yu, Q.2
Hubler, M.3
Krístek, V.4
Bittnar, Z.5
-
22
-
-
85015895840
-
-
Bažant, Z. P., Yu, Q., Kim, T.-H., Hubler, M., Šmilauer M., Vráblík, V., Lepš, M., and Krístek, V., Excessive multi-decade deflections of prestressed concrete bridges: How to avoid them and how to exploit their monitoring to improve creep prediction model, ibid., pp. 827-834.
-
Excessive Multi-decade Deflections of Prestressed Concrete Bridges: How to Avoid Them and How to Exploit Their Monitoring to Improve Creep Prediction Model, ibid.
, pp. 827-834
-
-
Bažant, Z.P.1
Yu, Q.2
Kim, T.-H.3
Hubler, M.4
Šmilauer, M.5
Vráblík, V.6
Lepš, M.7
Krístek, V.8
-
23
-
-
84862528402
-
Excessive long-time deflections of prestressed box girders. I: Record-span bridge in Palau and other paradigms
-
June
-
Bažant, Z. P., Yu, Q., and Li, G.-H., Excessive Long-Time Deflections of Prestressed Box Girders. I: Record-Span Bridge in Palau and Other Paradigms, ASCE Journal. of Structural Engineering, Vol., No. 6, June 2012, pp. 676-686.
-
(2012)
ASCE Journal. of Structural Engineering
, Issue.6
, pp. 676-686
-
-
Bažant, Z.P.1
Yu, Q.2
Li, G.-H.3
-
24
-
-
84862579608
-
Excessive long-time deflections of prestressed box girders. II: Numerical analysis and lessons learned
-
June
-
Bažant, Z. P., Yu, Q., and Li, G.-H., Excessive long-time deflections of prestressed box girders. II: Numerical Analysis and Lessons Learned, ASCE Journal. of Structural Engineering., Vol., No. 6, June 2012, pp. 687-696.
-
(2012)
ASCE Journal. of Structural Engineering.
, Issue.6
, pp. 687-696
-
-
Bažant, Z.P.1
Yu, Q.2
Li, G.-H.3
-
25
-
-
84870514779
-
Designing for effects of creep and shrinkage in high-rise concrete buildings
-
N. J. Gardner & M. A. Chiorino eds, ACI SP-246
-
Carreira, D. J., Poulos T. D., Designing for Effects of Creep and Shrinkage in High-Rise Concrete Buildings, in N. J. Gardner & M. A. Chiorino (eds), Structural Implications of Shrinkage and Creep of Concrete, ACI SP-246, 2007, pp. 109-134.
-
(2007)
Structural Implications of Shrinkage and Creep of Concrete
, pp. 109-134
-
-
Carreira, D.J.1
Poulos, T.D.2
-
28
-
-
0003429121
-
-
CEB, CEB Bulletin d'Information No. 213/214, Comité Euro-International du Béton, Lausanne, Switzerland
-
CEB, CEB-FIP Model Code 1990, CEB Bulletin d'Information No. 213/214, Comité Euro-International du Béton, Lausanne, Switzerland, 1993, 437 pp.
-
(1993)
CEB-FIP Model Code 1990
, pp. 437
-
-
-
29
-
-
84870560784
-
Evaluation of the structural response to the time-dependent behaviour of concrete: Part 1 - An internationally harmonized format
-
December, 33-36
-
Chiorino, M. A. and Casalegno, C., Evaluation of the structural response to the time-dependent behaviour of concrete: Part 1 - An internationally harmonized format, The Indian Concrete Journal, December 2012, Vol. 86, No. 12, pp. 25-28, 33-36.
-
(2012)
The Indian Concrete Journal
, vol.86
, Issue.12
, pp. 25-28
-
-
Chiorino, M.A.1
Casalegno, C.2
-
30
-
-
0004055446
-
-
fib Bulletin 1, Fédération Internationale du Béton, Lausanne, Switzerland
-
fib, Structural Concrete - Textbook on Behaviour, Design and Performance, Vol. 1, fib Bulletin 1, Fédération Internationale du Béton, Lausanne, Switzerland, 1999, 244 pp.
-
(1999)
Fib, Structural Concrete - Textbook on Behaviour, Design and Performance
, vol.1
, pp. 244
-
-
-
31
-
-
84870519316
-
-
Second edition, fib Bulletin 51
-
fib, Structural Concrete - Textbook on Behaviour, Design and Performance, Second edition, Vol. 1, fib Bulletin 51, 2009, 306 pp.;
-
(2009)
Fib, Structural Concrete - Textbook on Behaviour, Design and Performance
, vol.1
, pp. 306
-
-
-
34
-
-
84883511148
-
-
fib, Bulletin, Lausanne
-
fib, Model Code 2010 - Final draft, Volume 1, fib Bulletin No. 65, Lausanne, 2012, 350 pp.;
-
(2012)
Fib, Model Code 2010 - Final Draft
, vol.1
, Issue.65
, pp. 350
-
-
-
36
-
-
0035297180
-
Design provisions for drying shrinkage and creep of normal strength concrete
-
Mar.-Apr.
-
Gardner, N. J., and Lockman, M. J., Design Provisions for Drying Shrinkage and Creep of Normal Strength Concrete, ACI Materials Journal, V. 98, No. 2, Mar.-Apr., 2001, pp. 159-167.
-
(2001)
ACI Materials Journal
, vol.98
, Issue.2
, pp. 159-167
-
-
Gardner, N.J.1
Lockman, M.J.2
-
37
-
-
10944227279
-
Comparison of prediction provisions for drying shrinkage and creep of normal-strength concretes
-
DOI 10.1139/L04-046
-
Gardner, N. J., Comparison of Prediction Provisions for Drying Shrinkage and Creep of Normal Strength Concretes, Canadian Journal of Civil Engineering, V. 31, No. 5, Sept.-Oct. 2004, pp. 767-775. (Pubitemid 40014763)
-
(2004)
Canadian Journal of Civil Engineering
, vol.31
, Issue.5
, pp. 767-775
-
-
Gardner, N.J.1
-
38
-
-
39149120456
-
Box girder bridge deflections - Why is the initial trend deceptive?
-
January
-
Krístek, V., Bažant, Z. P., Zich, M. and Kohoutková, A., Box Girder Bridge Deflections - Why is the initial trend deceptive?, Concrete International, January 2006, pp. 55-63.
-
(2006)
Concrete International
, pp. 55-63
-
-
Krístek, V.1
Bažant, Z.P.2
Zich, M.3
Kohoutková, A.4
-
39
-
-
56749158631
-
Excessive deflections of concrete bridges affect safety, maintenance and management
-
Krístek, V., Kohoutková, A., Excessive deflections of concrete bridges affect safety, maintenance and management, Proc. Third International Conference on Bridge Maintenance, Safety, and Management, IABMAS'06.
-
Proc. Third International Conference on Bridge Maintenance, Safety, and Management, IABMAS'06
-
-
Krístek, V.1
Kohoutková, A.2
-
40
-
-
34047158264
-
Optimisation of tendon layout to avoid excessive deflections of long-span prestressed concrete bridges
-
January
-
Krístek, V. and Vráblík, L., Optimisation of Tendon Layout to Avoid Excessive Deflections of Long-span Prestressed Concrete Bridges, Concrete Engineering International, January, 2007, pp. 30-33.
-
(2007)
Concrete Engineering International
, pp. 30-33
-
-
Krístek, V.1
Vráblík, L.2
-
41
-
-
79952131586
-
Serviceability as a significant factor of the bridge life-cycle
-
Varenna, Italy, F. Biondini and D. M. Frangopol, eds., CRC Press
-
Krístek, V. and Vráblík, L., Serviceability as a significant factor of the bridge life-cycle, Proc. Int. Symp. on Life-Cycle Civil Engineering, IALCCE 08, Varenna, Italy, F. Biondini and D. M. Frangopol, eds., CRC Press, 2008, pp. 349-54.
-
(2008)
Proc. Int. Symp. on Life-cycle Civil Engineering, IALCCE 08
, pp. 349-354
-
-
Krístek, V.1
Vráblík, L.2
-
42
-
-
79952356982
-
Misprediction of long-time deflections of prestressed box girders: Causes, remedies and tendon lay-out effect
-
T. Tanabe, et al. eds., CRC, Boca Raton, FL
-
Krístek, V., Vráblík, V., Bažant, Z. P., Li, G.-H., and Yu, Q., Misprediction of long-time deflections of prestressed box girders: Causes, remedies and tendon lay-out effect. Proc., 8th Int. Conf. on Creep, Shrinkage and Durability of Concrete and Concrete Structures - CONCREEP 8, Vol. 2, T. Tanabe, et al. eds., CRC, Boca Raton, FL, 2009, pp. 1291-1295.
-
(2009)
Proc., 8th Int. Conf. on Creep, Shrinkage and Durability of Concrete and Concrete Structures - CONCREEP 8
, vol.2
, pp. 1291-1295
-
-
Krístek, V.1
Vráblík, V.2
Bažant, Z.P.3
Li, G.-H.4
Yu, Q.5
-
43
-
-
79952154792
-
Deformations of prestressed concrete structures-measurement and analysis
-
Prague
-
Krístek, V., Vítek, J. L., Deformations of Prestressed Concrete Structures-Measurement and Analysis, Proc. fib Symposium 1999, Prague, pp. 463-469.
-
(1999)
Proc. Fib Symposium
, pp. 463-469
-
-
Krístek, V.1
Vítek, J.L.2
-
44
-
-
0012571697
-
A new aspect in creep of concrete and its application to design
-
McHenry, D., A New Aspect in Creep of Concrete and its Application to Design, Proc. ASTM, Vol. 43, 1943, pp. 1069-86.
-
(1943)
Proc. ASTM
, vol.43
, pp. 1069-1086
-
-
McHenry, D.1
-
45
-
-
84856069762
-
Parameter identification by inverse analysis in structural mechanics
-
Maier, G., Bocciarelli, M., and Fedele, R., Parameter identification by inverse analysis in structural mechanics, IACM Expressions (Special Issue for the 25th Anniversary, by invitation), Vol. 19, 2006, pp. 21-28.
-
(2006)
IACM Expressions (Special Issue for the 25th Anniversary, by invitation)
, vol.19
, pp. 21-28
-
-
Maier, G.1
Bocciarelli, M.2
Fedele, R.3
-
46
-
-
0012683182
-
Considerations on the development of a database on creep and shrinkage tests
-
Z. P. Bažant and I. Carol, eds., Barcelona, Spain
-
Müller, H. S., Considerations on the Development of a Database on Creep and Shrinkage Tests, Proceedings of the 5th International RILEM Symposium on Creep and Shrinkage of Concrete (ConCreep 5), Z. P. Bažant and I. Carol, eds., Barcelona, Spain, 1993, pp. 859-872.
-
(1993)
Proceedings of the 5th International RILEM Symposium on Creep and Shrinkage of Concrete (ConCreep 5)
, pp. 859-872
-
-
Müller, H.S.1
-
47
-
-
84870549302
-
CEB
-
Summary Report on the work of General Task Group 9, CEB Bulletin d'Information, Comité European du Beton, Lausanne, Switzerland
-
Müller, H. S. and Hilsdorf, H. K., CEB, Evaluation of the Time Dependent Properties of Concrete, Summary Report on the work of General Task Group 9, CEB Bulletin d'Information No. 199, Comité European du Beton, Lausanne, Switzerland, 1991, 201 pp.
-
(1991)
Evaluation of the Time Dependent Properties of Concrete
, Issue.199
, pp. 201
-
-
Müller, H.S.1
Hilsdorf, H.K.2
-
48
-
-
33748308538
-
Data base on creep and shrinkage tests
-
RILEM, Paris
-
Müller, H. S., Bažant, Z. P. and Kuttner, C. H., Data Base on Creep and Shrinkage Tests, RILEM TC 107-CSP Subcommittee 5 Report, RILEM, Paris, 1999, 81 pp.
-
(1999)
RILEM TC 107-CSP Subcommittee 5 Report
, pp. 81
-
-
Müller, H.S.1
Bažant, Z.P.2
Kuttner, C.H.3
-
49
-
-
51249169341
-
RILEM TC 107, guidelines for characterizing concrete creep and shrinkage in structural design codes or recommendations
-
RILEM TC 107, Guidelines for Characterizing Concrete Creep and Shrinkage in Structural Design Codes or Recommendations, Materials and Structures, V. 28, 1995, pp. 52-55.
-
(1995)
Materials and Structures
, vol.28
, pp. 52-55
-
-
-
50
-
-
84870541927
-
A software tool for the analysis, design and monitoring of cable-stayed bridges
-
ETH Swiss Federal Institute of Technology Zurich, E. Anderheggen et al., Examiner
-
Pedrozzi, P., A Software Tool for the Analysis, Design and Monitoring of Cable-Stayed Bridges, Dissertation No. 15603, ETH Swiss Federal Institute of Technology Zurich, E. Anderheggen et al., Examiner, 2004, 96 pp.
-
(2004)
Dissertation No. 15603
, pp. 96
-
-
Pedrozzi, P.1
-
51
-
-
84870573746
-
A new program for the design of cable-stayed bridges
-
Shanghai, Shanghai, China
-
See also: Anderheggen, E., and Pedrozzi, P., A New Program for the Design of Cable-Stayed Bridges, Proc. IABSE Symposium "Metropolitan Habitats and Infrastructure", Shanghai, Shanghai, China, 2004, 6 pp.
-
(2004)
Proc. IABSE Symposium "Metropolitan Habitats and Infrastructure"
, pp. 6
-
-
Anderheggen, E.1
Pedrozzi, P.2
-
52
-
-
84870510630
-
Evaluation of the structural response to the time-dependent behaviour of concrete: Part 2 - A general computational approach
-
December
-
Sassone, M. and Casalegno, C., Evaluation of the structural response to the time-dependent behaviour of concrete: Part 2 - A general computational approach, The Indian Concrete Journal, December 2012, Vol. 86, No. 12, pp. 39-51.
-
(2012)
The Indian Concrete Journal
, vol.86
, Issue.12
, pp. 39-51
-
-
Sassone, M.1
Casalegno, C.2
-
53
-
-
78651380371
-
Long-term deflections of large prestressed concrete bridges
-
CEB Bulletin d'Information, Lausanne, and 245-265
-
Vítek, J. L., Long-Term Deflections of Large Prestressed Concrete Bridges, in: Serviceability Models - Behaviour and Modelling in Serviceability Limit States Including Repeated and Sustained Loads, CEB Bulletin d'Information No. 235, Lausanne, 1997, pp. 215-227 and 245-265.
-
(1997)
Serviceability Models - Behaviour and Modelling in Serviceability Limit States Including Repeated and Sustained Loads
, Issue.235
, pp. 215-227
-
-
Vítek, J.L.1
-
54
-
-
84870570400
-
-
New Delhi
-
Vítek, J. L., Krístek, V., and Kohoutková, A, Time development of deflections of large prestressed concrete bridges, fib Symposium on Segmental Construction in Concrete, New Delhi (2004).
-
(2004)
Time Development of Deflections of Large Prestressed Concrete Bridges, Fib Symposium on Segmental Construction in Concrete
-
-
Vítek, J.L.1
Krístek, V.2
Kohoutková, A.3
-
55
-
-
84862530209
-
Improved algorithm for efficient and realistic creep analysis of large creep-sensitive concrete structures
-
Sept.-Oct.
-
Yu, Q., Bažant, Z. P., and Wendner, R., Improved Algorithm for Efficient and realistic Creep Analysis of Large Creep-Sensitive Concrete Structures, ACI Structural Journal, Vol. 109, No. 5, Sept-Oct. 2012, pp. 665-675.
-
(2012)
ACI Structural Journal
, vol.109
, Issue.5
, pp. 665-675
-
-
Yu, Q.1
Bažant, Z.P.2
Wendner, R.3
|