1 |
Aoki, T. and Susantha, K.A.S. (2005), "Seismic performance of rectangular-shaped steel piers under cyclic loading", J. Struct. Eng. ASCE, 131(2), 240-249.
DOI
|
2 |
Japan Road Association (2002), Specifications for highway bridges, Part V, seismic design, Tokyo, Japan.
|
3 |
Ban, H., Shi, G., Shi, Y. and Bradford, M.A. (2013a), "Experimental investigation of the overall buckling behaviour of 960 MPa high strength steel columns", J. Constr. Steel Res., 88, 256-266.
DOI
|
4 |
Ban, H.Y., Shi, G., Bai, Y., Shi, Y.J. and Wang, Y.Q. (2013b), "Residual stress of 460 MPa high strength steel welded I section: Experimental investigation and modeling", Int. J. Steel Struct., 13(4), 691-705.
DOI
|
5 |
Ban, H.Y., Shi, G., Shi, Y.J. and Bradford, M.A. (2013c), "Experimental investigation of the overall buckling behaviour of 960 MPa high strength steel columns", J. Constr. Steel Res., 88, 256-266.
DOI
|
6 |
Bradford, M.A. and Liu, X.P. (2016), "Flexural-torsional buckling of high-strength steel beams", J. Constr. Steel Res., 124, 122-131.
DOI
|
7 |
Cao, K., Guo, Y.J. and Zeng, D.W. (2015), "Buckling behavior of large-section and 420 MPa high-strength angle steel columns", J. Constr. Steel Res., 111, 11-20.
DOI
|
8 |
Chen, S.W., Chen, X., Wang, Y.B., Lu, Z.L. and Li, G.Q. (2016), "Experimental and numerical investigations of Q690D Hsection columns under lateral cyclic loading", J. Constr. Steel Res., 121, 268-281.
DOI
|
9 |
Chiew, S.P., Jiang, J. and Lee, C.K. (2012), "Residual stress investigation of welded high strength steel box T-joints", Elect. Measur. Instru. Measur., 177, 141-147.
|
10 |
Coelho, A.M.G. and Bijlaard, F.S.K. (2010), "Finite element evaluation of the strength behaviour of high-strength steel column web in transverse compression", Steel Compos. Struct., Int. J., 10(5), 385-414.
|
11 |
Ferrario, F., Iori, F., Pucinotti, R. and Zandonini, R. (2016), "Seismic performance assessment of concentrically braced steel frame buildings with high strength tubular steel columns", J. Constr. Steel Res., 121, 427-440.
DOI
|
12 |
Gao, L., Sun, H., Jin, F. and Fan, H. (2009), "Load-carrying capacity of high-strength steel box-sections I: Stub columns", J. Constr. Steel Res., 65(4), 918-924.
DOI
|
13 |
Guo, W., Crowther, D., Francis, J.A., Thompson, A., Liu, Z. and Li, L. (2015), "Microstructure and mechanical properties of laser welded S960 high strength steel", Mater. Des., 85, 534-548.
DOI
|
14 |
Ge, H.B. and Kang, L. (2012), "A damage index based evaluation method for predicting the ductile crack initiation in steel structures", J. Earthq. Eng., 16(5), 623-643.
DOI
|
15 |
Ge, H.B., Gao, S.B. and Usami, T. (2000), "Stiffened steel box columns. Part 1: Cyclic behaviour", Earthq. Eng. Struct. Dyn., 29(11), 1691-1706.
DOI
|
16 |
Gkantou, M., Theofanous, M., Wang, J., Baniotopoulos, C. and Gardner, L. (2017), "Behaviour and design of high-strength steel cross-sections under combined loading", Proceedings of the Institution of Civil Engineers-Structures and Buildings, 170(11), 841-854.
DOI
|
17 |
Joo, H.S., Moon, J., Sung, I.-H. and Lee, H.-E. (2015), "Moment redistribution of continuous composite I-girder with high strength steel", Steel Compos. Struct., Int. J., 18(4), 873-887.
DOI
|
18 |
Khan, M., Paradowska, A., Uy, B., Mashiri, F. and Tao, Z. (2016), "Residual stresses in high strength steel welded box sections", J. Constr. Steel Res., 116, 55-64.
DOI
|
19 |
Li, T.J., Li, G.Q., Chan, S.L. and Wang, Y.B. (2016a), "Behavior of Q690 high-strength steel columns: Part 1: Experimental investigation", J. Constr. Steel Res., 123, 18-30.
DOI
|
20 |
Kumar, S. and Usami, T. (1996), "Damage evaluation in steel box columns by cyclic loading tests", J. Struct. Eng. JSCE, 122(6), 626-634.
DOI
|
21 |
Ma, J.-L., Chan, T.-M. and Young, B. (2016), "Experimental investigation of cold-formed high strength steel tubular beams", Eng. Struct., 126, 200-209.
DOI
|
22 |
Li, T.J., Liu, S.W., Li, G.Q., Chan, S.L. and Wang, Y.B. (2016b), "Behavior of Q690 high-strength steel columns: Part 2: Parametric study and design recommendations", J. Constr. Steel Res., 122, 379-394.
DOI
|
23 |
Li, D., Uy, B., Patel, V. and Aslani, F. (2017), "Analysis and design of demountable embedded steel column base connections", Steel Compos. Struct., Int. J., 23(3), 303-315.
DOI
|
24 |
Liao, F.-Y., Han, L.-H., Tao, Z. and Rasmussen, K.J.R. (2017), "Experimental behavior of concrete-filled stainless steel tubular columns under cyclic lateral loading", J. Struct. Eng., 143(4), 04016129.
|
25 |
Mamaghani, I.H.P., Shen, C., Mizuno, E. and Usami, T. (1995), "Cyclic Behavior of Structural Steels. I: Experiments", J. Eng. Mech. ASCE, 121(11), 1158-1164.
DOI
|
26 |
Nakamura, S., Yasunami, H., Kobayashi, B., Nakagawa, T. and Mizutani, S. (1997), "An experimental study on the seismic performance of steel bridge piers with less-stiffened and compact sized section", Proceedings of Nonlinear Numerical Analysis and Seismic Design of Steel Bridge Piers, pp. 331-338.
|
27 |
Nakashima, M. and Liu, D.W. (2005), "Instability and complete failure of steel columns subjected to cyclic loading", J. Eng. Mech. ASCE, 131(6), 559-567.
DOI
|
28 |
Shi, G., Zhou, W.J., Bai, Y. and Liu, Z. (2014), "Local buckling of steel equal angle members with normal and high strengths", Int. J. Steel Struct., 14(3), 447-455.
DOI
|
29 |
Shen, C., Mamaghani, I.H.P., Mizuno, E. and Usami, T. (1995), "Cyclic behavior of structural steels. II: Theory", J. Eng. Mech. ASCE, 121(11), 1165-1172.
DOI
|
30 |
Shi, G., Liu, Z., Ban, H.Y., Zhang, Y., Shi, Y.J. and Wang, Y.Q. (2012), "Tests and finite element analysis on the local buckling of 420 MPa steel equal angle columns under axial compression", Steel Compos. Struct., Int. J., 12(1), 31-51.
DOI
|
31 |
Shi, G., Zhou, W.J. and Lin, C.C. (2015), "Experimental Investigation on the Local Buckling Behavior of 960 MPa High Strength Steel Welded Section Stub Columns", Adv. Struct. Eng., 18(3), 423-437.
DOI
|
32 |
Usami, T. and Ge, H.B. (1998), "Cyclic behavior of thin-walled steel structures--numerical analysis", Thin-Wall. Struct., 32(1-3), 41-80.
|
33 |
Usami, T., Gao, S.B. and Ge, H.B. (2000), "Stiffened steel box columns. Part 2: Ductility evaluation", Earthq. Eng. Struct. Dyn., 29(11), 1707-1722.
DOI
|
34 |
Wang, Z.F. and Yamao, T. (2011), "Ultimate strength and ductility of stiffened steel tubular bridge piers", Int. J. Steel Struct., 11(1), 81-90.
DOI
|
35 |
Wang, J.J., Shi, G. and Shi, Y.J. (2014a), "Experimental research on behavior of 460 MPa high strength steel I-section columns under cyclic loading", Earthq. Eng. Eng. Vib., 13(4), 611-622.
DOI
|
36 |
Wang, Y.B., Li, G.Q., Cui, W. and Chen, S.W. (2014b), "Seismic behavior of high strength steel welded beam-column members", J. Constr. Steel Res., 102, 245-255.
DOI
|
37 |
Wang, Y.B., Li, G.Q., Cui, W., Chen, S.W. and Sun, F.F. (2015), "Experimental investigation and modeling of cyclic behavior of high strength steel", J. Constr. Steel Res., 104, 37-48.
DOI
|
38 |
Zheng, Y., Usami, T. and Ge, H.B. (2000), "Ductility evaluation procedure for thin-walled steel structures", J. Struct. Eng. ASCE, 126(11), 1312-1319.
DOI
|
39 |
Wang, J., Afshan, S., Gkantou, M., Theofanous, M., Wang, J. and Gardner, L. (2017a), "Flexural buckling of hot-finished highstrength steel SHS and RHS columns", J. Struct. Eng., 143(6), 04017028.
DOI
|
40 |
Yan, J.-B., Liew, J.Y.R., Zhang, M.-H. and Wang, J.-Y. (2014), "Mechanical properties of normal strength mild steel and high strength steel S690 in low temperature relevant to Arctic environment", Mater. Des., 61, 150-159.
DOI
|