1 |
Fu, J., Wu, Y. and Yang, Y.b. (2015), "Effect of reinforcement strength on seismic behavior of concrete moment frames", Earthq. Struct., 9(4), 699-718.
DOI
|
2 |
GB 1499.2 (2007), Steel for the reinforcement of concrete-part 2: hot rolled ribbed bars. Standardization Administration of the People' Republic of China & General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China, Beijing, China.
|
3 |
GB 50010 (2010), Code for design of concrete structures, Ministry of Housing and Urban-rural Development, Beijing, China.
|
4 |
GB 50011 (2010), Code for seismic design of buildings, Ministry of Housing and Urban-rural Development, Beijing, China.
|
5 |
GB/T228.1 (2010), Metallic materials-tensile testing-part 1: method of test at room temperature, Standardization Administration of the People' Republic of China & General Administration of Quality Supervision, Inspection and Quarantine of the People's Republic of China, Beijing, China.
|
6 |
GB/T50152 (2012), Standard for test method of concrete structures, China Architecture & Building Press, Beijing, China.
|
7 |
Gosain, N.K., Brown, R.H. and Jersa, J. (1977), "Shear requirements for load reversals on RC members", J. Struct. Div., 103(7),1461-1476.
|
8 |
Harries, K.A., Shahrooz, B.M. and Soltani, A. (2011), "Flexural crack widths in concrete girders with high-strength reinforcement", J. Bridge Eng., 17(5), 804-812.
DOI
|
9 |
Ehsani, M. and Wight, J. (1990), "Confinement steel requirements for connections in ductile frames", J. Struct. Eng., 116(3), 751-767.
DOI
|
10 |
JIS G 3112 (2010), Steel bars for concrete reinforcement, Japanese Industrial Standards Committee, Tokyo, Japan.
|
11 |
Joint ACI-ASCE Committee (1997), "High-Strength Concrete Columns: State of the Art", Rep. No. ACI 441R-96, ACI Struct. J., 94(6), 323-335.
|
12 |
Khaloo, A.R. and Bozorgzadeh, A. (2001), "Influence of confining hoop flexural stiffness on behavior of high-strength lightweight concrete columns", ACI Struct. J., 98(5), 657-664.
|
13 |
Lin, C.H. and Lee, F.S. (2001), "Ductility of high-performance concrete beams with high-strength lateral reinforcement", ACI Struct. J., 98(4), 600-608.
|
14 |
Miyajima, M. (2010), "The Japanese experience in design and application of seismic grade rebar", Proceedings of Int. Seminar on Production and Application of High Strength Seismic Grade Rebar Containing Vanadium, Beijing, June.
|
15 |
Nishiyama, M. (2009), "Mechanical properties of concrete and reinforcement state-of-the-art report on HSC and HSS in Japan", J. Adv. Concrete Tech., 7(2), 157-182.
DOI
|
16 |
NZS 3101 (2006), Concrete structures standard-part 1: the design of concrete structures, New Zealand Standard, Wellington, New Zealand.
|
17 |
Park, R. (1989), "Evaluation of ductility of structures and structural assemblages from laboratory testing", B. New Zeal. Natl. Soc. Earthq. Eng., 22(3), 155-166.
|
18 |
Paulay, T., Priestley, M. and Synge, A. (1982), "Ductility in earthquake resisting squat shearwalls", ACI Struct. J., 79(4), 257-269.
|
19 |
Paultre, P., Legeron, F. and Mongeau, D. (2001), "Influence of concrete strength and transverse reinforcement yield strength on behavior of high-strength concrete columns", ACI Struct. J., 98(4), 490-501.
|
20 |
Rautenberg, J.M., Pujol, S., Tavallali, H. and Lepage, A. (2012), "Reconsidering the use of high-strength reinforcement in concrete columns", Eng. Struct., 37, 135-142.
DOI
|
21 |
Rautenberg, J.M., Pujol, S., Tavallali, H. and Lepage, A. (2013), "Drift capacity of concrete columns reinforced with highstrength steel", ACI Struct. J., 110(2), 307-317.
|
22 |
Shin, H.O., Yoon, Y.S., Cook, W.D. and Mitchell, D. (2016), "Axial load response of ultra-high-strength concrete columns and high-strength reinforcement", ACI Struct. J., 113(2), 325-336.
|
23 |
Razvi, S.R. and Saatcioglu, M. (1994), "Strength and deformability of confined high-strength concrete columns", ACI Struct. J., 91(6), 678-687.
|
24 |
Shahrooz, B.M., Reis, J.M., Wells, E.L., Miller, R.A., Harries, K.A. and Russell, H.G. (2013), "Flexural members with highstrength reinforcement: behavior and code implications", J. Bridge Eng., 19(5), 04014003.
DOI
|
25 |
Sheikh, S.A. and Khoury, S.S. (1993), "Confined concrete columns with stubs", ACI Struct. J., 90(4), 414-431.
|
26 |
Soltani, A., Harries, K.A. and Shahrooz, B.M. (2013), "Crack opening behavior of concrete reinforced with high strength reinforcing steel", Int. J. Concrete Struct. Mater., 7(4), 253-264.
DOI
|
27 |
Su, J., Wang, J., Bai, Z., Wang, W. and Zhao, D. (2015), "Influence of reinforcement buckling on the seismic performance of reinforced concrete columns", Eng. Struct., 103, 174-188.
DOI
|
28 |
Trejo, D. and Monteiro, P.J. (2005), "Corrosion performance of conventional (ASTM A615) and low-alloy (ASTM A706) reinforcing bars embedded in concrete and exposed to chloride environments", Cement Concrete Res., 35(3), 562-571.
DOI
|
29 |
Tavallali, H., Lepage, A., Rautenberg, J.M. and Pujol, S. (2014), "Concrete beams reinforced with high-strength steel subjected to displacement reversals", ACI Struct. J., 111(5), 1037-1047.
|
30 |
Thomson, J.H. and Wallace, J.W. (1994), "Lateral load behavior of reinforced concrete columns constructed using high-strength materials", ACI Struct. J., 91(5), 605-615.
|
31 |
Trejo, D. and Pillai, R.G. (2003), "Accelerated chloride threshold testing: Part I-ASTM A 615 and A 706 reinforcement", ACI Mater. J., 100(6), 519-527.
|
32 |
AS/NZS 4671 (2001), Steel reinforcing materials, Australian/New Zealand Standard, Sydney/Wellington, Australia/New Zealand.
|
33 |
Xiao, X., Guan, F. and Yan, S. (2008), "Use of ultra-high-strength bars for seismic performance of rectangular high-strength concrete frame columns", Mag. Concrete Res., 60(4), 253-259.
DOI
|
34 |
Trejo, D. and Pillai, R.G. (2004), "Accelerated chloride threshold testing: Part II-corrosion-resistant reinforcement", ACI Mater. J., 101(1), 57-64.
|
35 |
AASHTO (2011), AASHTO guide specifications for LRFD seismic bridge design, American Association of State Highway and Transportation Officials, Washington DC.
|
36 |
AASHTO (2014), AASHTO LRFD bridge design specifications, (6th Edition), American Association of State Highway and Transportation Officials, Washington DC.
|
37 |
ACI 318 (2014), 318-14: Building code requirements for structural concrete, American Concrete Institute, Farmington Hills, MI.
|
38 |
AIJ Standard (2010), Standard for structural calculation of reinforced concrete structures-based on allowable stress concept, Architectural Institute of Japan, Tokyo, Japan.
|
39 |
Aoyama, H. (2001), Design of Modern Highrise Reinforced Concrete Structures, Imperial College Press, London, UK.
|
40 |
ASTM A615 (2014), Standard specification for deformed and plain carbon-steel bars for concrete reinforcement, ASTM International, West Conshohocken, PA.
|
41 |
ASTM A706 (2014), Standard specification for deformed and plain low-alloy steel bars for concrete reinforcement, ASTM International, West Conshohocken, PA.
|
42 |
CEN (2004), Design of concrete structures: part 1-1: general rules and rules for buildings, Comite Europeen de Normalisation/European Committee for Standardization, Brussels, Belgium.
|
43 |
Azizinamini, A., Kuska, S.S.B., Brungardt, P. and Hatfield, E. (1994), "Seismic behavior of square high-strength concrete columns", ACI Struct. J., 91(3), 336-345.
|
44 |
Barbosa, A.R., Link, T. and Trejo, D. (2015), "Seismic performance of high-strength steel RC bridge columns", J. Bridge Eng., 21(2), 04015044.
|
45 |
Bayrak, O. and Sheikh, S.A. (2004), "Seismic performance of high strength concrete columns confined with high strength steel", 13th World Conference on Earthquake Engineering, Vancouver, BC, August.
|
46 |
Berry, M.P. and Eberhard, M.O. (2008), Performance modeling strategies for modern reinforced concrete bridge columns, Rep. No. PEER 2007/07, Pacific Earthquake Engineering Research Center, Univ. of California, Berkeley, CA.
|
47 |
Bing, L., Park, R. and Tanaka, H. (2001), "Stress-strain behavior of high-strength concrete confined by ultra-high-and normalstrength transverse reinforcements", ACI Struct. J., 98(3), 395-406.
|
48 |
CEN-FIP (2013), fib Model code for concrete structures 2010, Federation Internationale du Beton/International Federation for Structural Concrete (fib), Lausanne, Switzerland.
|
49 |
Cheng, M.Y. and Giduquio, M.B. (2014), "Cyclic behavior of reinforced concrete flexural members using high-strength flexural reinforcement", ACI Struct. J., 111(4), 893-902.
|
50 |
Civil and structural groups of Tsinghua University, Xi'an Jiaotong University and Beijing Jiaotong University (2008), "Analysis on seismic damage of buildings in the Wenchuan Earthquake", J. Build. Struct., 29(4), 1-9.
|
51 |
Clemena, G.G. and Virmani, Y.P. (2004), "Comparing the chloride resistances of reinforcing bars", Concrete Int., 26(11), 39-49.
|