1 |
Ahmad, S.H. and Weerakoon, S.L. (1995), "Model for behavior of slender reinforced concrete columns under biaxial bending", ACI Struct. J., 92(2), 188-198.
|
2 |
Bechtoula, H., Kono, S. and Watanabe, F. (2005), "Experimental and analytical investigations of seismic performance of cantilever reinforced concrete columns under varying transverse and axial loads", J. Asian Arch. Build. Eng., 4, 467-474.
DOI
|
3 |
Bousias, S.N., Verzeletti, G., Fardis, M.N. and Gutierrez, E. (1995), "Load-path effects in column biaxial bending with axial force", J. Eng. Mech., 121, 596-605.
DOI
|
4 |
Chang, S.Y. (2010), "Experimental studies of reinforced concrete bridge columns under axial load plus biaxial bending", J. Struct. Eng., 136(1), 12-25.
DOI
|
5 |
de Sousa Jr, J.B. and Caldas, R.B. (2005), "Numerical analysis of composite steel-concrete columns of arbitrary cross section", J. Struct. Eng., 131(11), 1721-1730.
DOI
|
6 |
Dundar, C., Tokgoz, S., Tanrikulu, A.K. and Baran, T. (2008), "Behaviour of reinforced and concrete-encased composite columns subjected to biaxial bending and axial load", Build. Environ., 43(6), 1109-1120.
DOI
|
7 |
Furlong, R.W. (1979), "Concrete columns under biaxial eccentric thrust", ACI J., 76(10), 1093-1118.
|
8 |
GB 50011-2010, (2010), Code for Seismic Design of Buildings, Beijing.
|
9 |
Germano, F., Tiberti, G. and Plizzari, G. (2016), "Experimental behavior of SFRC columns under uniaxial and biaxial cyclic loads", Compos. Part B, 85, 76-92.
|
10 |
Hong, H.P. (2000), "Short reinforced concrete column capacity under biaxial bending and axial load", Can. J. Civil. Eng., 27, 1173-1182.
DOI
|
11 |
Hong, H.P. (2001), "Strength of slender reinforced concrete columns under biaxial bending", J. Struct. Eng., 127(7), 758-762.
DOI
|
12 |
Hsu, C.T.T. (1985), "Biaxially loaded L-shaped reinforced concrete columns", J. Struct. Eng., 111(12), 2576-2595.
DOI
|
13 |
Hsu, C.T.T. (1989), "T-shaped reinforced concrete members under biaxial bending and axial compression", ACI. Stuct. J., 86(4), 460-468.
|
14 |
Kang, H.Z. and Jiang, J.J. (2003), "Experiment study on seismic behavior of RC frame columns under varied loading paths", Chin. Civil Eng. J. 36(5), 71-75.
|
15 |
Farah, A. and Huggins, M.W. (1969), "Analysis of reinforced concrete subjected to longitudinal load and biaxial bending", ACI J., 66(7), 569-575.
|
16 |
Kozinski, K. and Winnicki, A. (2016), "Experimental research and analysis of load capacity and deformability of slender high strength concrete columns in biaxial bending", Eng. Struct., 107, 47-65.
DOI
|
17 |
Mavichak, V. and Furlong, R.W. (1976), "Strength and stiffness of reinforced concrete columns under biaxial bending", Res. Rep. 7-2F, Ctr. for Hwy. Res., University of Texas at Austin, Austin.
|
18 |
Munoz, P.R. and Hsu, C.T.T. (1997), "Behavior of biaxially loaded concrete-encased composite columns", J. Struct. Eng., 123, 1163-1171.
DOI
|
19 |
Poston, R.W., Breen, J.E. and Roesset, J.M. (1985a), "Analysis of nonprismatic or hollow slender concrete bridge piers", ACI J., 82(5), 731-739.
|
20 |
Otani, S., Cheung, V.M.T. and Lai, S.S. (1977), "Reinforced concrete columns subjected to biaxial lateral load reversals", Proceedings of the 6th World Conference on Earthquake Engineering, New Delhi, India, January.
|
21 |
Poston, R.W., Gilliam, T.E., Yamamoto, Y. and Breen, J.E. (1985b), "Hollow concrete bridge pier behavior", ACI J., 82(6), 779-787.
|
22 |
Qiu, F.W., Li, W.F., Pan, P. and Qian, J. (2002), "Experimental tests on RC columns under biaxial quasi-static loading", Eng. Struct., 24, 419-428.
DOI
|
23 |
Quang, K.M., Dang, V.B.P., Han, S.W., Shin, M. and Lee, K. (2016), "Behavior of high-performance fiber-reinforced cement composite columns subjected to horizontal biaxial and axial loads", Constr. Build. Mater., 106, 89-101.
DOI
|
24 |
Rodrigues, H., Arede, A., Varum, H. and Costa, A.G. (2013b), "Experimental evaluation of rectangular reinforced concrete column behaviour under biaxial cyclic loading", Earthq. Eng. Struct. D., 42, 239-259.
DOI
|
25 |
Rodrigues, H., Arede, A., Varum, H. and Costa, A.G. (2013c), "Damage evolution in reinforced concrete columns subjected to biaxial loading", B. Earthq. Eng., 11, 1517-1540.
DOI
|
26 |
Rodrigues, H., Furtado, A. and Arede, A. (2016), "Behavior of rectangular reinforced-concrete columns under biaxial cyclic loading and variable axial loads", J. Struct. Eng., 142(1), 04015085.
DOI
|
27 |
Rodrigues, H., Romao, X., Campos, A.A., Varum, H., Arede, A. and Costa, A.G. (2012b), "Simplified hysteretic model for the representation of the biaxial bending response of RC columns", Eng. Struct., 44, 146-158.
DOI
|
28 |
Sayed, M.E. and Maaddawy, T.E. (2011), "Analytical model for prediction of load capacity of RC columns confined with CFRP under uniaxial and biaxial eccentric loading", Mater. Struct., 44, 299-311.
DOI
|
29 |
Rodrigues, H., Varum, H., Arede, A. and Costa, A.G. (2012a), "A comparative analysis of energy dissipation and equivalent viscous damping of RC columns subjected to uniaxial and biaxial loading", Eng. Struct., 35, 149-164.
DOI
|
30 |
Rodrigues, H., Varum, H., Arede, A. and Costa, A.G. (2013a), "Behaviour of reinforced concrete column under biaxial cyclic loading-state of the art", Adv. Struct. Eng., 5(4), 1-12.
DOI
|
31 |
Tokgoz, S. and Dundar, C. (2008), "Experimental tests on biaxially loaded concrete-encased composite columns", Steel Compos. Struct., 8(5), 423-438.
DOI
|
32 |
Tsuno, K. and Park, R. (2004), "Experimental study of reinforced concrete bridge piers subjected to bi-directional quasi-static loading", Eng. Struct., 21(1), 11-26.
DOI
|
33 |
Ucak, A. and Tsopelas, P. (2015), "Load path effects in circular steel columns under bidirectional lateral cyclic loading", J. Struct. Eng., 141(5), 1-11.
|
34 |
Wang, G.G. and Hsu, C.T.T. (1992), "Complete biaxial load-deformation behavior of RC columns", J. Struct. Eng., ASCE, 118(9), 2590-2609.
DOI
|
35 |
Wang, G.G. and Hsu, C.T.T. (1998), "Nonlinear analysis of reinforced concrete columns by cubic-spline function", J. Eng. Mech., ASCE, 124(7), 803-810.
DOI
|
36 |
Warner, R.F. (1969), "Biaxial moment thrust curvature relation", J. Struct. Div., ASCE, 95(5), 923-940.
|