-
1
-
-
0003600387
-
-
American Concrete Institute (ACI). (ACI 318-02 and "Commentary. " ACI 318R-02. Detroit.
-
American Concrete Institute (ACI). (2002). " Building code requirements for structural concrete.. " ACI 318-02 and "Commentary." ACI 318R-02. Detroit,.
-
(2002)
Building Code Requirements for Structural Concrete
-
-
-
2
-
-
0031385488
-
Prediction of the ultimate flexural strength of externally prestressed PC beams
-
Aravinthan, T., Mutsuyoshi, H., Fujioka, A., and Hishiki, Y. (1997). " Prediction of the ultimate flexural strength of externally prestressed PC beams.. " Trans. Jpn. Concr. Inst., 19, 225-230.
-
(1997)
Trans. Jpn. Concr. Inst.
, vol.19
, pp. 225-230
-
-
Aravinthan, T.1
Mutsuyoshi, H.2
Fujioka, A.3
Hishiki, Y.4
-
3
-
-
0003620582
-
-
British Standard Institution (BSI). (BS 8110, London.
-
British Standard Institution (BSI). (1997). " Structural use of concrete.. " BS 8110, London.
-
(1997)
Structural Use of Concrete
-
-
-
4
-
-
0026255383
-
Ultimate flexural strength of concrete members prestressed with unbonded tendons
-
Harajli, M. H., and Kanj, M. Y. (1991). " Ultimate flexural strength of concrete members prestressed with unbonded tendons.. " ACI Struct. J., 88 (6), 663-673.
-
(1991)
ACI Struct. J.
, vol.88
, Issue.6
, pp. 663-673
-
-
Harajli, M.H.1
Kanj, M.Y.2
-
5
-
-
0032655304
-
Externally prestressed members: Evaluation of second-order effects
-
Harajli, M. H., Khairallah, N., and Nassif, H. (1999). " Externally prestressed members: Evaluation of second-order effects.. " J. Struct. Eng., 125 (10), 1151-1161.
-
(1999)
J. Struct. Eng.
, vol.125
, Issue.10
, pp. 1151-1161
-
-
Harajli, M.H.1
Khairallah, N.2
Nassif, H.3
-
6
-
-
0026257672
-
Stress at ultimate in unbonded post-tensioning tendons: Part 2-Proposed methodology
-
Naaman, A. E., and Alkhairi, F. M. (1991). " Stress at ultimate in unbonded post-tensioning tendons: Part 2-Proposed methodology.. " ACI Struct. J., 88 (6), 683-692.
-
(1991)
ACI Struct. J.
, vol.88
, Issue.6
, pp. 683-692
-
-
Naaman, A.E.1
Alkhairi, F.M.2
-
7
-
-
3142650274
-
-
Naaman,A. E., and Breen,J. E., eds. (ACI Special Publication SP-120, American Concrete Institute, Detroit.
-
Naaman, A. E., and, Breen, J. E., eds. (1990). " External prestressing in bridges.. " ACI Special Publication SP-120, American Concrete Institute, Detroit.
-
(1990)
External Prestressing in Bridges
-
-
-
8
-
-
0012616667
-
-
RP 930647, National Univ. of Singapore, Singapore.
-
Tan, K. H., Naaman, A. E., Mansur, M. A., and Ng, C. K. (1997). " External prestressing in structures.. " Final Rep. No. RP 930647, National Univ. of Singapore, Singapore.
-
(1997)
External Prestressing in Structures
-
-
Tan, K.H.1
Naaman, A.E.2
Mansur, M.A.3
Ng, C.K.4
-
9
-
-
0030784630
-
Effects of deviators and tendon configuration on behavior of externally prestressed beams
-
Tan, K. H., and Ng, C. K. (1997). " Effects of deviators and tendon configuration on behavior of externally prestressed beams.. " ACI Struct. J., 94 (1), 1-10.
-
(1997)
ACI Struct. J.
, vol.94
, Issue.1
, pp. 1-10
-
-
Tan, K.H.1
Ng, C.K.2
-
10
-
-
0141834742
-
Shear deficiency in reinforced concrete continuous beams strengthened with external tendons
-
Tan, K. H., and Tjandra, R. A. (2003a). " Shear deficiency in reinforced concrete continuous beams strengthened with external tendons.. " ACI Struct. J., 100 (5), 565-572.
-
(2003)
ACI Struct. J.
, vol.100
, Issue.5
, pp. 565-572
-
-
Tan, K.H.1
Tjandra, R.A.2
-
11
-
-
0037866700
-
Strengthening of precast concrete girder bridges by post-tensioning for continuity
-
Tan, K. H., and Tjandra, R. A. (2003b). " Strengthening of precast concrete girder bridges by post-tensioning for continuity.. " PCI J., 48 (3), 56-71.
-
(2003)
PCI J.
, vol.48
, Issue.3
, pp. 56-71
-
-
Tan, K.H.1
Tjandra, R.A.2
|