1 |
Ban, H.Y., Shi, G., Shi, Y.J. and Wang, Y.Q. (2013), "Residual stress of 460 MPa high strength steel welded box section: experimental investigation and modeling", Thin-Walled Struct., 64, 73-82. https://doi.org/10.1016/j.tws.2012.12.007.
DOI
|
2 |
Berman, J.W. and Bruneau, M. (2008), "Tubular Links for Eccentrically Braced Frames. I: Finite Element Parametric Study", J. Struc. Eng., 134(5), 692-701. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:5(692).
DOI
|
3 |
Bosco, M. and Rossi, P.P. (2009), "Seismic behaviour of eccentrically braced frames", Eng. Struct., 31(3), 664-674. https://doi.org/10.1016/j.engstruct.2008.11.002.
DOI
|
4 |
Bosco, M. and Rossi, P.P. (2013), "A design procedure for dual eccentrically braced systems: analytical formulation", J. Constr. Steel Res., 80(1), 440-452. https://doi.org/10.1016/j.jcsr.2012.09.019.
DOI
|
5 |
AISC341-16 (2016), Seismic Provision for Structure Steel Buildings, American Institute of Steel Construction; Chicago, USA.
|
6 |
GB 50011-2010 (2016 edition) (2016), Code for seismic design of buildings, China Architecture and Building Press, Beijing, China.
|
7 |
Ioana, A., Stratana, A., Dubinaa, D., Poljansekc, M., Taucerc, F., Pegonc, P. and Sabau, G. (2016), "Experimental validation of re-centering capability of eccentrically braced frames with removable links", Eng. Struct., 113(15), 335-346. https://doi.org/10.1016/j.engstruct.2016.01.038.
DOI
|
8 |
Dermitzakis, S.N. and Mahin, S.A. (1985), "Development of substructuring techniques for on-line computer controlled seismic performance testing", Research Report No.UCB/EERC-85/04; Earthquake Engineering Research Center, Berkeley, CA.
|
9 |
Alhendi, H. and Celikag, M. (2015), "Behavior of reverse-channel and double-reverse-channel connections to tubular columns with HSS", J. Constr. Steel Res., 112, 271-281. https://doi.org/10.1016/j.jcsr.2015.05.017.
DOI
|
10 |
Chae, Y., Ricles, J.M. and Sause, R. (2015), "Large-scale real-time hybrid simulation of a three-story steel frame building with magneto-rheological dampers", Earthq. Eng. Struct. D., 43(13), 1915-1933. https://doi.org/10.1002/eqe.2429.
DOI
|
11 |
Dubina, D., Stratan, A. and Dinu, F. (2008), "Dual high-strength steel eccentrically braced frames with removable links", Earthq. Eng. Struct. D., 37(15), 1703-1720. https://doi.org/10.1002/eqe.828.
DOI
|
12 |
Fu, B., Jiang, H.J. and Wu, T. (2019), "Experimental study of seismic response reduction effects of particle damper using substructure shake table testing method", Struct. Control Health Monit., 26(2), e2295. https://doi.org/10.1002/stc.2295.
DOI
|
13 |
Li, T.F., Su M.Z. and Sui Y. (2019), "Numerical modeling of high-strength steel composite K-eccentrically braced frames and spatial substructure hybrid simulation tests", B. Earthq. Eng., 17(11), 6239-6263. https://doi.org/10.1007/s10518-019-00720-2.
DOI
|
14 |
Khan, M.A., Jiang, L., Cashell, K.A., and Usmani, A. (2018), "Analysis of restrained composite beams exposed to fire using a hybrid simulation approach", Eng. Struct., 172, 956-966. https://doi.org/10.1016/j.engstruct.2018.06.048.
DOI
|
15 |
Kim, D.K., Lee, C.H., Han, K.H., Kim, J.H., Lee, S.E. and Sim, H.B. (2014), "Strength and residual stress evaluation of stub columns fabricated from 800 MPa high-strength steel", J. Constr. Steel Res., 102, 111-120. https://doi.org/10.1016/j.jcsr.2014.07.007.
DOI
|
16 |
Li, S., Liu, Y.H. and Tian, J.B. (2018), "Experimental and Analytical Study of Eccentrically Braced Frames Combined with High-Strength Steel", Int. J. Steel Struct., 18, 528-553. https://doi.org/10.1007/s13296-018-0018-x.
DOI
|
17 |
Li, T.F., Su M.Z., and Sui Y. (2020), "Spatial substructure hybrid simulation tests of high-strength steel composite Y-eccentrically braced frames", Steel Compos. Struct.,34(5), 715-732. https://doi.org/10.12989/scs.2020.34.5.715.
DOI
|
18 |
Lian, M., Su, M.Z. and Guo, Y. (2015), "Seismic performance of eccentrically braced frames with high strength steel combination", Steel Compos. Struct., 18(6), 1517-1539. https://doi.org/10.12989/scs.2015.18.6.1517.
DOI
|
19 |
Menegotto, M. and Pinto, E. (1973), "Method of analysis for cyclically loaded RC plane frames including changes in geometry and non-elastic behavior of elements under combined normal force and bending", IABSE symposium on resistance and ultimate deformability of structures acted on by well defined repeated loads, Lisbon, Portual, 15-22.
|
20 |
Mazzoni, S., McKenna, F., Scott, M.H. and Fenves, G.L. (2009), Open system for earthquake engineering simulation user command-language manual-OpenSees version 2.0, Pacific Earthquake Engineering Research Center (PEER), Univ. of California, Berkeley, CA, USA.
|
21 |
Montuori, R., Nastri, E. and Piluso, V. (2014), "Theory of plastic mechanism control for eccentrically braced frames with inverted y-scheme", J. Constr. Steel Res., 92(1), 122-135. https://doi.org/10.1016/j.jcsr.2013.10.009.
DOI
|
22 |
O zhendekci, D. and O zhendekci, N. (2008). "Effects of the frame geometry on the weight and inelastic behaviour of eccentrically braced chevron steel frames", J. Constr. Steel Res., 64(3), 326-343. https://doi.org/10.1016/j.jcsr.2007.07.009.
DOI
|
23 |
Schellenberg, A., Kim, H.K., Takahashi, Y., Fenves, G.L. and Mahin, S.A. (2009), OpenFresco Command Language Manual, The Regents of the University of California, CA, USA, 38-39.
|
24 |
Shayanfar, M.A., Barkhordari, M.A. and Rezaeian, A.R. (2011), "Experimental study of cyclic behavior of composite vertical shear link in eccentrically braced frames", Steel Compos. Struct., 12(1), 13-29. http://dx.doi.org/10.12989/scs.2011.12.1.013.
DOI
|
25 |
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., 12(1), 31-51. http://dx.doi.org/10.12989/scs.2011.12.1.031.
DOI
|
26 |
Stojadinovic, B., Mosqueda, G. and Mahin, S.A. (2006), "Event-driven control system for geographically distributed hybrid simulation", J. Struct. Eng., 132(1), 68-77.
DOI
|
27 |
Wu, B., Chen, Y.S., Xu, G.S., Mei, Z., Pan, T.L. and Zeng, C. (2016), "Hybrid simulation of steel frame structures with sectional model updating", Earthq. Eng. Struct. D., 45(8), 1251-1269. https://doi.org/10.1002/eqe.2706.
DOI
|
28 |
Tian, X.H., Lian, M., Su, M.Z., Wang, F. and Li, S. (2018), "Seismic behavior of K-shaped eccentrically braced frames with high-strength steel: Shaking table testing and FEM analysis", J. Constr. Steel Res., 143, 250-263. https://doi.org/10.1061/(ASCE)0733-9445(2006)132:1(68).
DOI
|
29 |
Wang, F., Su, M.Z., Hong, M., Guo, Y.R. and Li, S.H. (2016), "Cyclic behaviour of Y-shaped eccentrically braced frames fabricated with high-strength steel composite", J. Constr. Steel Res., 120(2), 176-187. https://doi.org/10.1016/j.jcsr.2016.01.007.
DOI
|
30 |
Wang, T., Mosqueda, G., Jacobsen, A. and Cortes-Delgado, M. (2012), "Performance evaluation of a distributed hybrid test framework to reproduce the collapse behavior of a structure", Earthq. Eng. Struct. D., 41(2), 295-313. https://doi.org/10.1002/eqe.1130.
DOI
|
31 |
Yang, W.X. (2011), "Seismic Response Modification Factor of Y-eccentrically Braced Steel Frame Structures", Ph.D. Dissertation, Shanghai Jiao Tong University, Shanghai, China.
|
32 |
Aslani, F., Uy, B., Wang, Z. and Patel, V. (2016), "Confinement models for high strength short square and rectangular concrete-filled steel tubular columns", Steel Compos. Struct., 22(5), 937-974. https://doi.org/10.12989/scs.2016.22.5.937.
DOI
|