1 |
ACI 318 (2011), Building Code Requirements for Structural Concrete and commentary (ACI 318R-14), American Concrete Institute; Farmington Hills, MI, U.S.A.
|
2 |
ACI 318 (2014), Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14), American Concrete Institute, Farmington Hills, MI, U.S.A.
|
3 |
Arslan, G. and Ercan, C. (2010), "Curvature ductility prediction of reinforced high strength concrete beam sections", J. Civil Eng. Manage., 16(4), 462-470.
DOI
|
4 |
AS 3600 (2009), Australian Concrete Structures Standard, Standards Australia, Sydney, Australia.
|
5 |
Baji, H., Ronagh, H.R. and Melchers, R.E. (2016), "Reliability of ductility requirements in concrete design codes", Struct. Safety, 62, 76-87.
DOI
|
6 |
CSA-A23.3 (2004), Design of Concrete Structures for Building, Canadian Standards Association, Ontario, Canada.
|
7 |
Baji, H. and Ronagh, H.R. (2015), "Probabilistic models for curvature ductility and moment redistribution of RC beams", Comput. Concrete, 16(2), 191-207.
DOI
|
8 |
Barker, M.R. and Puckett, A.I. (2013), Design of Highway Bridges an LRFD Approach, John Wiley & Sons, Inc, Hoboken, New Jersey, U.S.A.
|
9 |
Bouzid, H. and Kassoul, A. (2016), "Curvature ductility of high strength concrete beams according to Eurocode 2", Struct. Eng. Mech., 58(1), 1-19.
DOI
|
10 |
EN 1992-1-1 (2004), Design of Concrete Structures-Part 1-1: General Rules and Rules for Buildings, European Committee for Standardization, Brussels, Belgium.
|
11 |
EN 1998-1 (2003), Design of Structures for Earthquake Resistance Part 1: General Rules, Seismic Actions and Rules for Buildings, European Committee for Standardization, Brussels, Belgium.
|
12 |
Fb Model Code (2010), First Completed Draft, Federation International du Beton, Lausanne, Switzerland.
|
13 |
Ho, J.C.M., Lam, J.Y.K. and Kwan, A.K.H. (2012), "Flexural ductility and deformability of concrete beams incorporating high-performance materials", Struct. Des. Tall Spec. Build., 21(2), 114-132.
DOI
|
14 |
Maghsoudi, A.A. and Sharifi, Y. (2009), "Ductility of high strength concrete heavily steel reinforced memb", Sci. Iran. Trans. A Civil Eng., 16(4), 297-307.
|
15 |
Hong, G.H. (2011), "Flexural performance evaluation of reinforced concrete beams with high-strength concrete and reinforcing bars", J. Archit Inst. Kor., 27(6), 49-56.
|
16 |
Jang, I.Y., Park, H.G., Kim, S.S., Kim, J.H. and Kim, Y.G. (2008), "On the ductility of high-strength concrete beams", Int. J. Concrete Struct. Mater., 2(2), 115-122.
DOI
|
17 |
Lee, H.J. (2013a), "Predictions of curvature ductility factor of reinforced concrete beam sections used high strength concrete and steel", J. Kor. Soc. Civil Eng., 33(2), 483-493.
DOI
|
18 |
Lee, H.J. (2013b), "Evaluation on moment-curvature relations and curvature ductility factor of reinforced concrete beams with high strength materials", J. Kor. Concrete Inst., 25(3), 283-294.
DOI
|
19 |
Maghsoudi, A.A. and Bengar, H.A. (2006), "Flexural ductility of HSC members", Struct. Eng. Mech., 24(2), 195-212.
DOI
|
20 |
Mohammad, M., Suhatril, M., Shariati, M. and Ghanbari, F. (2013), "Ductility and strength assessment of hsc beams with varying of tensile reinforcement ratios", Struct. Eng. Mech., 48(6), 833-848.
DOI
|
21 |
NZS 3101 (2006), Concrete Structures Standard-Part1-The Design of Concrete Structures, Standards New Zealand, New Zealand.
|
22 |
Park, R. and Ruitong, D. (1988), "Ductility of doubly reinforced beam sections", ACI Struct. J., 85-S24.
|
23 |
Rashid, M.A. and Mansur, M.A. (2005), "Reinforced highstrength concrete beams in flexure", ACI Struct. J., 102(3), 462-471.
|
24 |
Shohana, I., Maina, K. and Noor, M.A. (2012), "Beam ductility experiment using 500 grade steel", Int. J. Sci. Eng. Inves., 1(1), 1-6.
|