1 |
ACI 318M-08 (2008), "Building code requirements for structural concrete and commentary", Am. Concrete Inst., Farmington Hills, Michigan, 473.
|
2 |
Architectural Institute of Japan (AIJ) (1994), "Structural design guidelines for reinforced concrete buildings".
|
3 |
Bentz, E.C. (2011), "Comparison of draft new model code shear provisions to experimental results", fib Symposium, Prague, Session 1-3: New Model Code, 135-138.
|
4 |
Bentz, E.C., Vecchio, F.J. and Collins, M.P. (2006), "The simplified MCFT for calculating the shear strength of reinforced concrete elements", ACI Strut. J., 103(4), 614-624.
|
5 |
Building Research Institute (B.R.I.) (1978a), "A list of experimental results on deformation ability of reinforced concrete columns under large deflection (No.2)", Japan, 115.
|
6 |
Building Research Institute (B.R.I.) (1978b), "A list of experimental results on deformation ability of reinforced concrete columns under large deflection (No.3)", Japan, 182.
|
7 |
Collins, M.P., Bentz, E.C., Sherwood, E.G. and Liping, X. (2008), "An adequate theory for the shear strength of reinforced concrete structures", Mag. Concrete Res., 60(9), 635-650.
DOI
ScienceOn
|
8 |
CEB (1993), "CEB-FIP Model code 1990", Commite Euro-Internationale du Beton (CEB), Thomas Thelford, London, UK.
|
9 |
CSA Committee A23.3 (2004), "Design of concrete structures", Canadian Standards Association,Mississauga, Ontario, Canada, 214.
|
10 |
Eleftheriadou, A.K. and Karabinis, A.I. (2012), "Seismic vulnerability assessment of buildings based on damage data after a near field earthquake (7 September 1999 Athens-Greece)", Earthq. Struct., 3(2),117-140.
DOI
ScienceOn
|
11 |
European Committee for Standardization, CEN (2004), "Eurocode 2: Design of concrete structures. Part 1: General rules and rules for buildings", Brussels, EN 1992-1, 226.
|
12 |
European Committee for Standardization, CEN (2004), "Eurocode 8: Design of structures for earthquake resistance. Part 1: General rules, seismic actions and rules for buildings", Brussels, EN 1998-1.
|
13 |
European Committee for Standardization, CEN (2005), "Eurocode 8: Design of Structures for Earthquake Resistance. Part 3: Assessment and retrofitting of buildings", Brussels, EN 1998-3.
|
14 |
Galal, K., Arafa, A. and Ghobarah, A. (2005), "Retrofit of RC square short columns", Eng. Strut., 27(5), 801-813.
DOI
ScienceOn
|
15 |
Kotsovos, M. (2008), "Ahthor's closure", ACI Struct. J., 105(5), 646-647.
|
16 |
Hong, S.G., Hong, N.K. and Chun, S.C. (2011), "Failure mechanism based strut-and-tie models", fib Symposium, Prague, Session 1-5: New Model Code.
|
17 |
Kim, W. and Jeong, J. (2011), "Decoupling of arch action in shear-critical reinforced concrete beams", ACI Strut. J., 108(4), 395-404.
|
18 |
Kotsovos, M. (2007), "Concepts underlying reinforced concrete design: Time for reappraisal", ACI Struct. J., 104(6), 675-684.
|
19 |
Kowalsky, M.J. and Priestley, N.M.J. (2000), "Improved analytical model for shear strength of circular reinforced concrete columns in seismic regions" ACI Struct. J., 97(3), 388-396.
|
20 |
Minami, K. and Wakabayashi, M. (1981), "Rational analysis of shear in reinforced concrete columns", Final report, IABSE Colloquium on Advanced Mechanics of reinforced concrete, Delft, 603-614.
|
21 |
Minami, K. and Wakabayashi, M. (1977), "Seismic resistance of reinforced concrete beam-and-column assemblages with emphasis on shear failure of column", Proceedings of the 6th WCEE, New Delhi, VIII, 3101-3106.
|
22 |
Model Code 1990 (1990), First complete draft, fib Bulletins 55, 56, Lausanne, Switzerland.
|
23 |
Moretti, M.L. (2008), "Discussion concerning No.104-S63", ACI Struct. J., 105(5), 645-646.
|
24 |
Moretti, M.L. and Tassios, T.P. (2007), "Behaviour of short columns subjected to cyclic shear displacements: Experimental results", Eng. Struct., 29(8), 2018-2029.
DOI
ScienceOn
|
25 |
Moretti, M.L. and Tassios, T.P. (2006), "Behavior and ductility of reinforced concrete short columns using global truss model", ACI Struct. J., 103(3), 319-327.
|
26 |
NCHRP Report 549 (2005), "Simplified shear design of structural concrete members", Transport. Res. Board Nat. Academies, Washington, 54.
|
27 |
NZS-3101 (2006), "New Zealand concrete structures standard", The Colour Guy.
|
28 |
Priestley, N.M.J., Verma, R. and Xiao, Y. (1994), "Seismic shear strength of reinforced concrete columns", J. Struct. Div.-ASCE, 120(8), 2310-2329.
DOI
ScienceOn
|
29 |
Papanikolaou, K., Tegos, J. and Penelis, G. (1992), "A comparative study on the seismic performance of conventionally and non-conventionally reinforced short members", Eur. Earth. Eng., 2, 45-53.
|
30 |
Paulay, T. (1971), "Coupling beams of reinforced concrete shear walls", J. Struct. Div.-ASCE, 97(3), 843-862.
|
31 |
Shohara, R. and Kato, B. (1981), "Ultimate strength of reinforced concrete members under combined loading", Final report, IABSE Colloquium on Advanced Mechanics of reinforced concrete, Delft, 701-716.
|
32 |
Sullivan, T.J. (2010), "Capacity design considerations for RC frame-wall structures", Earthq. Struct., 1(4), 391-410.
DOI
ScienceOn
|
33 |
Tassios, T.P., Moretti, M. and Bezas, A. (1996), "On the behavior and ductility of reinforced concrete coupling beams of shear walls", ACI Struct. J., 93(6), 711-720.
|
34 |
Tegos, I. (1984), "Contribution to the study and improvement of earthquake resistant mechanical properties of low slenderness structural elements", PhD thesis, Aristotle University of Thessaloniki, 1985 (in Greek).
|
35 |
Tegos, I. and Penelis, G. (1988), "Seismic resistance of short columns and coupling beams reinforced with inclined bars", ACI Struct. J., 85(10), 82-88.
|
36 |
Teran-Gilmore, A., Sanchez-Badillo, A. and Espinosa-Johnson, M. (2010), "Performance-based seismic design of reinforced concrete ductile buildings subjected to large energy demands", Earthq. Struct., 1(1), 61-91.
|
37 |
Umehara, H. and Jirsa, J.O. (1982), "Shear strength and deterioration of short reinforced concrete columns under cyclic deformations", PMFSEL Report No.82-3, University of Austin, Texas, 256.
|
38 |
Vecchio, F.J. and Collins, M.P. (1986), "The modified compression field theory for reinforced concrete elements subjected to shear", ACI Struct. J., 83(2), 219-231.
|
39 |
Watanabe, F. and Kabeyasawa, T. (1999), "Shear strength of RC members with high strength concrete", ACI SP-176, High Strength concrete in seismic regions, 397-404.
|
40 |
Yamada, M. and Furui S. (1968), "Shear resistance and explosive cleavage failure of reinforced concrete members subjected to axial load", Final Report, Proceedings of 8th Int. Congress IABSE, New York, 1091-1102.
|