1 |
JGJ 99-98 (1998), Technical specification for steel structure of tall buildings; Beijing, China.
|
2 |
Li, Z.X. (2014), Theory and technique of engineering structure experiments; Tianjin, China.
|
3 |
Lian, M. and Su, M.Z. (2015), "Seismic performance of eccentrically braced frames with high strength steel combination", Steel Compos. Struct., Int. J., 18(6), 1517-1539.
DOI
|
4 |
Lin, K.C., Lin, C.C.J., Chen, J.Y. and Chang, H.Y. (2010), "Seismic reliability of steel framed buildings", Struct. Safety, 32(3), 174-182.
DOI
|
5 |
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
|
6 |
Mansour, N., Christopoulos, C. and Tremblay, R. (2014), "Experimental Validation of Replaceable Shear Links for Eccentrically Braced Steel Frames", J. Struct. Eng., 137(10), 1141-1152.
|
7 |
Pocock, G. (2006), "High strength steel use in Australia, Japan and the US", The Struct. Engr., 84(21), 27-30.
|
8 |
Rasmussen, K.J.R. and Hancock, G.J. (1992), "Plate slenderness limits for high strength steel sections", J. Constr. Steel Res., 23(1), 73-96.
DOI
|
9 |
Rasmussen, K.J.R. and Hancock, G.J. (1995), "Tests of high strength steel columns", J. Constr. Steel Res., 34(1), 27-52.
DOI
|
10 |
Ioan, A., Stratan, A., Dubina, D., Poljansek, M., Molina, M.J., Taucer, F., Pegon, P. and Sabau, G. (2016), "Experimental validation of re-centring capability of eccentrically braced frames with removable links", Eng. Struct., 113, 335-346.
DOI
|
11 |
Shayanfar, M.A., Barkhordari, M.A. and Rezaeian, A.R. (2012), "Experimental study of cyclic behavior of composite vertical shear link in eccentrically braced frames", Steel Compos. Struct., Int. J., 12(1), 13-29.
DOI
|
12 |
Tokgoz, S., Dundar, C. and Tanrikulu, A.K. (2012), "Experimental behaviour of steel fiber high strength reinforced concrete and composite columns", J. Constr. Steel Res., 74(7), 98-107.
DOI
|
13 |
Shim, C.S., Whang, J.W., Chung, C.H. and Lee, P.G. (2011), "Design of double composite bridges using high-strength steel", Procedia Eng., 14(12), 1825-1829.
DOI
|
14 |
Speicher, M.S. and Harris III, J.L. (2016), "Collapse prevention seismic performance assessment of new eccentrically braced frames using ASCE 41", Eng. Struct., 117, 344-357.
DOI
|
15 |
Su, M.Z. and Li, Y.L. (2014), "Study on structural behavior factor of high strength steel composite Y-type eccentrically braced frame based on incremental dynamic analysis", J. Xi'an Univ. Architect. Technol., 46(5), 635-642.
|
16 |
Vander, V.G.J., De, B.J. and Wardenier, J. (1990), "Low cycle fatigue of tubular T- and X-joints", Proceedings of the 3rd International Symposium on Tubular Structures, Lappeenranta, Finland, September, pp. 605-616.
|
17 |
Wang, B.W., Li, G.Q., Cui, W. and Chen, S.W. (2014), "Seismic behavior of high strength steel welded beam-column members", J. Constr. Steel Res., 102(11), 245-255.
DOI
|
18 |
Wang, F., Su, M.Z., Hong, M., Guo, Y. and Li, S. (2016), "Cyclic behaviour of y-shaped eccentrically braced frames fabricated with high-strength steel composite", J. Constr. Steel Res., 120(2), 176-187.
DOI
|
19 |
Ban, H.Y., Shi, G., Liu, Z., Shi, Y.J., Wang, Y.Q., Xing, H.J. and Li, M.H. (2011), "Experimental study on overall buckling behavior of Q420 high strength equal angle members under axial compression", J. Build. Struct., 32(2), 60-67.
|
20 |
AISC 341-10 (2010), Seismic Provisions for Structural Steel Buildings; Chicago, IL, USA.
|
21 |
Barbosa, A.R., Link, T. and Trejo, D. (2016), "Seismic performance of high-strength steel RC bridge columns", J. Bridge Eng., 21(2), 04015044.
DOI
|
22 |
Bosco, M. and Rossi, P.P. (2009), "Seismic behaviour of eccentrically braced frames", Eng. Struct., 31(3), 664-674.
DOI
|
23 |
Chen, A.H., Xu, J.Q., Li, R. and Li, H.L. (2012), "Corrosion resistance of high performance weathering steel for bridge building applications", J. Iron Steel Res., Int., 19(6), 59-63.
|
24 |
Dusicka, P., Itani, A. and Buckle, I. (2010), "Cyclic behavior of shear links of various grades of plate steel", J. Struct. Eng., 136(4), 370-378.
DOI
|
25 |
GB50011-2010 (2010), Code for seismic design of buildings; Beijing, China.
|
26 |
Ioan, A., Stratan, A. and Dubina, D. (2013), "Numerical simulation of bolted links removal in eccentrically braced frames", Pollack Periodica, 8(1), 15-26.
DOI
|