1 |
Brondum-Nielsen, T. (1985), "Ultimate flexural capacity of cracked polygonal concrete sections under biaxial bending", J. Am. Concrete Inst., 82(6), 863-869.
|
2 |
Chen, W.F. and Atsuta, T. (1972), "Interaction equations for biaxially loaded sections", J. Struct. Div., 98(5), 1035-1052.
|
3 |
Chiorean, C. (2010), "Computerised interaction diagrams and moment capacity contours for composite steel-concrete cross-sections", Eng. Struct., 32(11), 3734-3757.
DOI
|
4 |
Liu, S.W., Liu, Y.P. and Chan, S.L. (2012a), "Advanced analysis of hybrid steel and concrete frames: Part 1: Cross-section analysis technique and second-order analysis", J. Construct. Steel Res., 70, 326-336.
DOI
ScienceOn
|
5 |
Liu, S.W., Liu, Y.P. and Chan, S.L. (2012b), "Advanced analysis of hybrid steel and concrete frames: Part 2: Refined plastic hinge and advanced analysis", J. Construct. Steel Res., 70, 337-349.
DOI
|
6 |
Santathadaporn, S. and Chen, W.F. (1968), "Interaction curves for sections under combined biaxial bending and axial force", Research Report; Fritz Engineering Laboratory, Department of Civil Engineering, Lehigh University, Bethlehem, CA, USA.
|
7 |
Wang, Y.B., Li, G.Q. and Chen, S.W. (2012a), "The assessment of residual stresses in welded high strength steel box sections", J. Construct. Steel Res., 76, 93-99.
DOI
|
8 |
Wang, Y.B., Li, G.Q. and Chen, S.W. (2012b), "Residual stresses in welded flame-cut high strength steel H-sections", J. Construct. Steel Res., 79, 159-165.
DOI
|
9 |
Yau, C.Y., Chan, S.L. and So, A.K.W. (1993), "Biaxial bending design of arbitrarily-shaped reinforcedconcrete column", ACI Struct. J., 90(3), 269-278.
|
10 |
Yen, J.Y.R. (1991), "Quasi-newton method for reinforced-concrete column analysis and design", J. Struct. Eng., 117(3), 657-666.
DOI
|