-
1
-
-
0003600394
-
-
ACI Committee 318, American Concrete Institute, Farmington Hills, MI, 443 pp
-
ACI Committee 318, 2002, "Building Code Requirements for Structural Concrete (ACI 318-02) and Commentary (318R-02)", American Concrete Institute, Farmington Hills, MI, 443 pp.
-
(2002)
Building Code Requirements for Structural Concrete (ACI 318-02) and Commentary (318R-02)
-
-
-
2
-
-
0003640229
-
-
ACI Committee 440, American Concrete Institute, Farmington Hills, MI, 45 pp
-
ACI Committee 440, 2002, "Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures (ACI 440.2R-02)", American Concrete Institute, Farmington Hills, MI, 45 pp.
-
(2002)
Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures (ACI 440.2R-02)
-
-
-
3
-
-
0009613745
-
-
ACI Innovation Task Group 1 and Collaborators, ACI ITG/ T1.1-99, American Concrete Institute, Farmington Hills, MI, 10 pp
-
ACI Innovation Task Group 1 and Collaborators, 1999, "Acceptance Criteria for Moment Frames Based on Structural Testing" ACI ITG/ T1.1-99, American Concrete Institute, Farmington Hills, MI, 10 pp.
-
(1999)
Acceptance Criteria for Moment Frames Based on Structural Testing
-
-
-
4
-
-
27944497277
-
Recommended Provisions and Commentary on Development and Lap Splice Lengths for Deformed Reinforcing Bars in Tension
-
Nov.-Dec, pp
-
Darwin, D.; Lutz, L. A.; and Zuo, J., 2005, "Recommended Provisions and Commentary on Development and Lap Splice Lengths for Deformed Reinforcing Bars in Tension", ACI Structural Journal, V. 102, No. 6, Nov.-Dec., pp. 892-900.
-
(2005)
ACI Structural Journal
, vol.102
, Issue.6
, pp. 892-900
-
-
Darwin, D.1
Lutz, L.A.2
Zuo, J.3
-
5
-
-
1642269222
-
Effect of Confinement Using FRP or FRC on Seismic Performance of Gravity Load-Designed Columns
-
Jan.-Feb, pp
-
Harajli, M. H., and Rteil, A., 2004, "Effect of Confinement Using FRP or FRC on Seismic Performance of Gravity Load-Designed Columns", ACI Structural Journal, V. 101, No. 1, Jan.-Feb., pp. 47-56.
-
(2004)
ACI Structural Journal
, vol.101
, Issue.1
, pp. 47-56
-
-
Harajli, M.H.1
Rteil, A.2
-
6
-
-
13644272743
-
Behavior of Gravity Load-Designed Rectangular Columns Confined With Fiber Reinforced Polymer Sheets
-
Jan.-Feb, pp
-
Harajli, M. H., 2005a, "Behavior of Gravity Load-Designed Rectangular Columns Confined With Fiber Reinforced Polymer Sheets", Journal of Composites for Construction, ASCE, V 9, No. 1, Jan.-Feb., pp. 4-14.
-
(2005)
Journal of Composites for Construction, ASCE
, vol.9
, Issue.1
, pp. 4-14
-
-
Harajli, M.H.1
-
7
-
-
35848949970
-
Bond Strengthening of Steel Bars Using External FRP Confinement: Implications on the Static and Cyclic Response of R/C Members
-
SP-230, C. K. Shield, J. P. Busel, S. L. Walkup, and D. D. Gremel, eds, American Concrete Institute, Farmington Hills, MI, pp
-
Harajli, M. H., 2005b, "Bond Strengthening of Steel Bars Using External FRP Confinement: Implications on the Static and Cyclic Response of R/C Members", Fiber-Reinforced Polymer (FRP) Reinforcement for Concrete Structures, SP-230, C. K. Shield, J. P. Busel, S. L. Walkup, and D. D. Gremel, eds., American Concrete Institute, Farmington Hills, MI, pp. 579-596.
-
(2005)
Fiber-Reinforced Polymer (FRP) Reinforcement for Concrete Structures
, pp. 579-596
-
-
Harajli, M.H.1
-
8
-
-
33845582728
-
Seismic Retrofit of Lap Splices in Nonductile Square Columns Using Carbon Fiber-Reinforced Jackets
-
Nov.-Dec, pp
-
Harries, K. A.; Ricles, J. R.; Pessiki, S.; and Sause R., 2006, "Seismic Retrofit of Lap Splices in Nonductile Square Columns Using Carbon Fiber-Reinforced Jackets", ACI Structural Journal, V. 103, No. 6, Nov.-Dec., pp. 874-884.
-
(2006)
ACI Structural Journal
, vol.103
, Issue.6
, pp. 874-884
-
-
Harries, K.A.1
Ricles, J.R.2
Pessiki, S.3
Sause, R.4
-
9
-
-
0004077736
-
Strength of Anchored Bars: A Reevaluation of Test Data on Development Length and Splices
-
No. 154-3F1975, Center for Highway Research, University of Texas at Austin, Austin, TX, 78 pp
-
Orangun, C. O.; Jirsa, J. O.; and Breen, J. E., 1975, "Strength of Anchored Bars: A Reevaluation of Test Data on Development Length and Splices", Research Report No. 154-3F1975, Center for Highway Research, University of Texas at Austin, Austin, TX, 78 pp.
-
(1975)
Research Report
-
-
Orangun, C.O.1
Jirsa, J.O.2
Breen, J.E.3
-
10
-
-
5644235649
-
Flèxural Behavior of Concrete Columns Retrofitted with Carbon Fiber-Reinforced Polymer Jackets
-
Sept.-Oct, pp
-
Sause, R.; Harries, K. A.; Walkup, S. L.; Pessiki, S.; and Ricles, J. M., 2004, "Flèxural Behavior of Concrete Columns Retrofitted with Carbon Fiber-Reinforced Polymer Jackets", ACI Structural Journal, V 101, No. 5, Sept.-Oct., pp. 708-716.
-
(2004)
ACI Structural Journal
, vol.101
, Issue.5
, pp. 708-716
-
-
Sause, R.1
Harries, K.A.2
Walkup, S.L.3
Pessiki, S.4
Ricles, J.M.5
-
11
-
-
0031145870
-
Seismic Retrofit of RC Columns with Continuous Carbon Fiber Jackets
-
Seible, F.; Priestley, M. J. N.; Hegemier, G. A.; and Innamorato, D., 1997, "Seismic Retrofit of RC Columns with Continuous Carbon Fiber Jackets", Journal of Composites for Construction, ASCE, V. 1, No. 1, pp. 52-62.
-
(1997)
Journal of Composites for Construction, ASCE
, vol.1
, Issue.1
, pp. 52-62
-
-
Seible, F.1
Priestley, M.J.N.2
Hegemier, G.A.3
Innamorato, D.4
-
12
-
-
0036461377
-
Seismic Behavior of Concrete Columns Confined with Steel and Fiber-Reinforced Polymers
-
Jan.-Feb, pp
-
Sheikh, A. S., and Yau, G., 2002, "Seismic Behavior of Concrete Columns Confined with Steel and Fiber-Reinforced Polymers", ACI Structural Journal, V. 99, No. 1, Jan.-Feb., pp. 72-80.
-
(2002)
ACI Structural Journal
, vol.99
, Issue.1
, pp. 72-80
-
-
Sheikh, A.S.1
Yau, G.2
-
13
-
-
0034236942
-
Splice Strength of Conventional and High Relative Rib Area Bars in High-Strength Concrete
-
July-Aug, pp
-
Zuo, J., and Darwin, D., 2000, "Splice Strength of Conventional and High Relative Rib Area Bars in High-Strength Concrete", ACI Structural Journal, V. 97, No. 4, July-Aug., pp. 630-641.
-
(2000)
ACI Structural Journal
, vol.97
, Issue.4
, pp. 630-641
-
-
Zuo, J.1
Darwin, D.2
|