Hysteretic performance of the all-steel buckling-restrained brace with LY315 steel core |
Wei, Xuan
(The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology)
Yang, Lu (The Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology) Chen, Yohchia Frank (School of Civil Engineering, Chongqing University) Wang, Meng (School of Civil Engineering, Beijing Jiaotong University) |
1 | Tong, J.Z. and Guo, Y.L. (2018), "Numerical investigations on elastic buckling and hysteretic behavior of steel angles assembled buckling-restrained braces", J Constr Steel Res. 144 21-39. https://doi.org/10.1016/j.jcsr.2018.01.015 DOI |
2 | Usami, T., Wang, C.L. and Funayama, J. (2012), "Developing high-performance aluminum alloy buckling-restrained braces based on series of low-cycle fatigue tests", Earthq Eng Struct D. 41(4), 643-661. https://doi.org/10.1002/eqe.1149 DOI |
3 | Wang, H.S., Nie, X. and Pan, P. (2017), "Development of a selfcentering buckling restrained brace using cross-anchored prestressed steel strands", J Constr Steel Res. 138 621-632. https://doi.org/10.1016/j.jcsr.2017.07.017 DOI |
4 | Wu, A.C., Lin, P.C. and Tsai, K.C. (2014), "High-mode buckling responses of buckling-restrained brace core plates", Earthq Eng Struct D. 43(3), 375-393. https://doi.org/10.1002/eqe.2349 DOI |
5 | Xie, Q. (2005), "State of the art of buckling-re strained braces in Asia", J Constr Steel Res. 61(6), 727-748. https://doi.org/10.1016/j.jcsr.2004.11.005 DOI |
6 | Xu, F., Chen, J., Shu, K. and Su, M.N. (2018), "Cyclic behaviour of double-tube buckling-restrained braces for boiler steel plant structures", J Constr Steel Res. 150 556-569. https://doi.org/10.1016/j.jcsr.2018.08.022 DOI |
7 | Yang, L., Wang, M., Sun, Y., Li, Z.L. and Li, Y.J. (2020), "Experimental and numerical study of LY315 steel moment connection with bolted cover plates", Thin-Walled Struct. 159 107277. https://doi.org/10.1016/j.tws.2020.107277 DOI |
8 | Zhang, D.B., Nie, X., Pan, P., Wang, M.Z., Deng, K.L. and Chen, Y.B. (2016), "Experimental study and finite element analysis of a buckling-restrained brace consisting of three steel tubes with slotted holes in the middle tube", J Constr Steel Res. 124 1-11. https://doi.org/10.1016/j.jcsr.2016.05.003 DOI |
9 | Beiraghi, H. (2018), "Energy demands in reinforced concrete wall piers coupled by buckling restrained braces subjected to nearfault earthquake", Steel Compos Struct. 27(6), 703-716. https://doi.org/10.12989/scs.2018.27.6.703 DOI |
10 | Cahis, X., Simon, E., Piedrafita, D. and Catalan, A. (2018), "Core behavior and low-cycle fatigue estimation of the Perforated Core Buckling-Restrained Brace", Eng Struct. 174 126-138. https://doi.org/10.1016/j.engstruct.2018.07.044 DOI |
11 | Chou, C.C. and Chen, S.Y. (2010), "Subassemblage tests and finite element analyses of sandwiched buckling-restrained braces", Eng Struct. 32(8), 2108-2121. https://doi.org/10.1016/j.engstruct.2010.03.014 DOI |
12 | Guo, Y.L., Tong, J.Z., Wang, X.A. and Zhou, P. (2018), "Subassemblage tests and design of steel channels assembled buckling-restrained braces", B Earthq Eng. 16(9), 4191-4224. https://doi.org/10.1007/s10518-018-0337-5 DOI |
13 | JGJ99-2015, Technical specification for steel structure of tall buildings, China Architecture & Building Press, Beijing, (In Chinese). |
14 | Black, C.J., Makris, N. and Aiken, I.D. (2004), "Component testing, seismic evaluation and characterization of bucklingrestrained braces", J Struct Eng-Asce. 130(6), 880-894. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:6(880) DOI |
15 | Shin, J., Lee, K., Jeong, S.H., Lee, H.S. and Kim, J. (2012), "Experimental and Analytical Studies on Buckling-Restrained Knee Bracing Systems with Channel Sections", Int J Steel Struct. 12(1), 93-106. https://doi.org/10.1007/s13296-012-1009-Y DOI |
16 | Kim, S.H. and Choi, S.M. (2015), "Structural behavior of inverted V-braced frames reinforced with non-welded buckling restrained braces", Steel Compos Struct. 19(6), 1581-1598. DOI |
17 | Shi, Q.X., Wang, F., Wang, P. and Chen, K. (2018), "Experimental and numerical study of the seismic performance of an all-steel assembled Q195 low-yield buckling-restrained brace", Eng Struct. 176 481-499. https://doi.org/10.1016/j.engstruct.2018.09.039 DOI |
18 | Jia, L.J., Li, R.W., Xiang, P., Zhou, D.Y. and Dong, Y. (2018b), "Resilient steel frames installed with self-centering dual-steel buckling-restrained brace", J Constr Steel Res. 149 95-104. https://doi.org/10.1016/j.jcsr.2018.07.001 DOI |
19 | Beiraghi, H. (2019), "Fragility assessment of shear walls coupled with buckling restrained braces subjected to near-field earthquakes", Steel Compos Struct. 33(3), 389-402. https://doi.org/10.12989/scs.2019.33.3.389 DOI |
20 | Chaboche, J.L. (1986), "Time-Independent Constitutive Theories for Cyclic Plasticity", Int J Plasticity. 2(2), 149-188. https://doi.org/10.1016/0749-6419(86)90010-0 DOI |
21 | Chen, J.L., Shu, W.Y., Li, J.W. (2016), "Experimental study on dynamic mechanical property of Q235 steel at different strain rates", J Tongji University. 44(7), 2071-2075. (In Chinese) |
22 | Jia, L.J., Ge, H.B., Xiang, P. and Liu, Y. (2018a), "Seismic performance of fish-bone shaped buckling-restrained braces with controlled damage process", Eng Struct. 169 141-153. https://doi.org/10.1016/j.engstruct.2018.05.040 DOI |
23 | Dusicka, P. and Tinker, J. (2013), "Global Restraint in UltraLightweight Buckling-Restrained Braces", J Compos Constr. 17(1), 139-150. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000320 DOI |
24 | Hadianfard, M.A., Eskandari, F. and JavidSharifi, B. (2018), "The effects of beam-column connections on behavior of bucklingrestrained braced frames", Steel Compos Struct. 28(3), 309-318. https://doi.org/10.12989/scs.2018.28.3.309 DOI |
25 | JGJ297-2013, Technical specification for seismic energy dissipation of buildings, China Architecture & Building Press, Beijing, 2013 (In Chinese). |
26 | Razavi, S.A., Kianmehr, A., Hosseini, A. and Mirghaderi, S.R. (2018), "Buckling-restrained brace with CFRP encasing: Mechanical behavior & cyclic response", Steel Compos Struct. 27(6), 675-689. https://doi.org/10.12989/scs.2018.27.6.675 DOI |
27 | AISC, Seismic provisions for structural steel buildings, Chicago, 2010. |
28 | Ariyaratana, C. and Fahnestock, L.A. (2011), "Evaluation of buckling-restrained braced frame seismic performance considering reserve strength", Eng Struct. 33(1), 77-89. https://doi.org/10.1016/j.engstruct.2010.09.020 DOI |
29 | Shi, G., Gao, Y., Wang, X. and Zhang, Y. (2018), "Mechanical properties and constitutive models of low yield point steels", Constr Build Mater. 175 570-587. https://doi.org/10.1016/j.conbuildmat.2018.04.219 DOI |
30 | ABAQUS. Standard user's manual version 6.10. Pawtucket, RI: Hibbitt, Karlsson & Sorensen, Inc.; 2010. |
31 | Yan, H., Pan, P., Wang, Y.Q., Makino, T. and Qi, X. (2012), "Tests of Buckling-Restrained Braces Using Low-yield point Steel as Core Material", Appl Mech Mater. 166-169 3159-+. https://doi.org/10.4028/www.scientific.net/AMM.166-169.3159 DOI |
32 | Eatherton, M.R., Fahnestock, L.A. and Miller, D.J. (2014), "Computational study of self-centering buckling-restrained braced frame seismic performance", Earthq Eng Struct D. 43(13), 1897-1914. https://doi.org/10.1002/eqe.2428 DOI |