-
1
-
-
51649142942
-
-
Structural Engineering Report 94-10/603c: Northwestern University. Published as draft RILEM recommendation in Materials and Structures (RILEM Paris) 415-430 488-495
-
Bažant, Z.P. & Baweja, S. 1994. Creep and shrinkage prediction model for analysis and design of concrete structures - Model B3. Structural Engineering Report 94-10/603c: Northwestern University. Published as draft RILEM recommendation in Materials and Structures (RILEM Paris), 28 (1995), 357-365, 415-430, 488-495.
-
(1994)
Creep and Shrinkage Prediction Model for Analysis and Design of Concrete Structures - Model B3
, vol.28
, Issue.1995
, pp. 357-365
-
-
Bažant, Z.P.1
Baweja, S.2
-
2
-
-
79952338123
-
Creep behavior of prestressed concrete bridge over ten years
-
Kyoto, Japan, 17-20 October 1993
-
Hata, Y. et al., 1993. Creep Behavior of Prestressed Concrete Bridge over ten years. Proc. of FIP Symposium '93, Kyoto, Japan, 17-20 October 1993: 305-310.
-
(1993)
Proc. of FIP Symposium '93
, pp. 305-310
-
-
Hata, Y.1
-
3
-
-
79952342556
-
Long-term measurement of tsukiyono bridge superstructure
-
(in Japanese)
-
Hata, Y. & Hirooka, M. 1985. Long-term measurement of Tsukiyono bridge superstructure. Journal of Prestressed Concrete 27 (1): 39-47. (in Japanese)
-
(1985)
Journal of Prestressed Concrete
, vol.27
, Issue.1
, pp. 39-47
-
-
Hata, Y.1
Hirooka, M.2
-
4
-
-
79952322956
-
Presumption of prestress and cause of large displacement in center hinge PC box girder by released stress method
-
(in Japanese)
-
Hida, K. et al., 2005. Presumption of prestress and cause of large displacement in center hinge PC box girder by released stress method. Collected papers on civil engineering structures and materials 21. (in Japanese).
-
(2005)
Collected Papers on Civil Engineering Structures and Materials
, vol.21
-
-
Hida, K.1
-
5
-
-
79952335387
-
Improvement of drivability by connecting the center hinge
-
(in Japanese)
-
Itoh, K. et al., 2004. Improvement of drivability by connecting the center hinge. EXTEC No.69 18 (1): 32-37. (in Japanese)
-
(2004)
EXTEC No. 69
, vol.18
, Issue.1
, pp. 32-37
-
-
Itoh, K.1
-
7
-
-
39149120456
-
Box girder bridge deflections-why is the initial trend deceptive?
-
ristek, V et al., 2006. Box Girder Bridge Deflections-Why is the initial trend deceptive?. Concrete International 28 (1): 55-63.
-
(2006)
Concrete International
, vol.28
, Issue.1
, pp. 55-63
-
-
Ristek, V.1
-
8
-
-
79952352883
-
Rehabilitation of mikanagi bridge
-
(in Japanese)
-
akai, K. 1983. Rehabilitation of Mikanagi Bridge. Bridge and Foundation Engineering 17 (8): 86-89. (in Japanese)
-
(1983)
Bridge and Foundation Engineering
, vol.17
, Issue.8
, pp. 86-89
-
-
Akai, K.1
-
9
-
-
79952324403
-
Soundness evaluation and retrofit plan of jinzugawa bridge
-
(in Japanese)
-
akamoto, K. et al., 2003. Soundness evaluation and retrofit plan of Jinzugawa bridge. Bridge and Foundation Engineering 37 (4): 27-31. (in Japanese)
-
(2003)
Bridge and Foundation Engineering
, vol.37
, Issue.4
, pp. 27-31
-
-
Akamoto, K.1
-
10
-
-
79952331975
-
Retrofit design and construction of kitsureuriha bridge
-
(in Japanese)
-
uzuki, T. et al., 2004. Retrofit design and construction of Kitsureuriha Bridge. Journal of Prestressed Concrete 46 (5): 45-53. (in Japanese)
-
(2004)
Journal of Prestressed Concrete
, vol.46
, Issue.5
, pp. 45-53
-
-
Uzuki, T.1
-
12
-
-
79952331974
-
Rehabilitation of kyobasi bridge
-
(in Japanese)
-
amamoto, T. et al., 1989. Rehabilitation of Kyobasi Bridge. Journal of Prestressed Concrete 31 (6): 31-39. (in Japanese)
-
(1989)
Journal of Prestressed Concrete
, vol.31
, Issue.6
, pp. 31-39
-
-
Amamoto, T.1
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