1 |
Wang, H., Nie, X. and Pan, P. (2017a), "Development of a self-centering 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
|
2 |
Hossain, M.R., Ashraf, M., and Padgett, J.E. (2013), "Risk-based seismic performance assessment of Yielding Shear Panel Device", Eng. Struct., 56, 1570-1579. https://doi.org/10.1016/j.engstruct.2013.07.032.
DOI
|
3 |
McCormick, J., Aburano, H., Ikenaga, M. and Nakashima, M. (2008), "Permissible Residual Deformation Levels for Building Structures Considering Both Safety and Human Elements", Proceedings of the 14th World Conference Earthquake Engineering, Beijing, China. Paper No. 05-06-0071.
|
4 |
Somerville, P.G. (1997), "Development of ground motion time histories for phase 2 of the FEMA/SAC steel project", Report no. SAC/DB-97/04, Sacramento, CA.
|
5 |
Wada, A., Towhata, I., Tamura, K. and Zhe, Q. (2018). "A complete introduction to the SCJ proposal and its commentary on the development of seismically resilient cities", Earthq. Eng. Eng. Vib., 17(4), 677-691. https://doi.org/10.1007/s11803-018-0468-3.
DOI
|
6 |
Wang, M, Qian, F. and Yang, W. (2017b), "Constitutive behavior of low yield point steel LYP160", J. Build. Struct., 38(2), 26-39 (in Chinese).
|
7 |
Xie, Q., Zhou, Z. and Meng, S.P. (2020). "Behaviour of BFRP tendon systems under cyclic loading and its influence on the dual-tube SC-BRB hysteretic performance", Constr. Build. Mater., 259, 120388. https://doi.org/10.1016/j.conbuildmat.2020.120388.
DOI
|
8 |
Jia, L.J., Ge, H., Maruyama, R. and Shinohara, K. (2017), "Development of a novel high-performance all-steel fish-bone shaped buckling-restrained brace", Eng. Struct., 138, 105-119. https://doi.org/10.1016/j.engstruct.2017.02.006.
DOI
|
9 |
Zhou, Z., He, X.T., Wu, J., Wang, C.L. and Meng, S.P. (2014), "Development of a novel self-centering buckling-restrained braces with BFRP composite tendons", Steel Compos. Struct., 16(5), 491-506. http://dx.doi.org/10.12989/scs.2014.16.5.491.
DOI
|
10 |
Xu, L.H., Fan, X.W., Lu, D.C. and Li, Z.X. (2016), "Hysteretic behavior studies of self-centering energy dissipation bracing system", Steel Compos. Struct., 20(6), 1205-1219. http://dx.doi.org/10.12989/scs.2016.20.6.1205.
DOI
|
11 |
Chen, C.C., Chen, S.Y. and Liaw, J.J. (2001), "Application of low yield strength steel on controlled plastification ductile concentrically braced frames", Can. J. Civil Eng., 28(5), 823-836. https://doi.org/10.1139/l01-044.
DOI
|
12 |
Erochko, J., Christopoulos, C. and Tremblay, R. (2015), "Design, testing, and detailed component modeling of a high-capacity self-centering energy-dissipative brace", J. Struct. Eng., 141(8), https://doi.org/10.1061/(ASCE)ST.1943-541X.0001166.
DOI
|
13 |
Xie, Q., Zhou, Z., Huang, J.H. and Meng, S.P. (2016), "Influence of tube length tolerance on seismic responses of multi-storey buildings with dual-tube self-centering buckling-restrained braces", Eng. Struct., 116(1), 26-39. https://doi.org/10.1016/j.engstruct.2016.02.023.
DOI
|
14 |
Zhou, Z., Xie, Q., Lei, X.C., He, X.T. and Meng, S.P. (2015), "Experimental investigation of the hysteretic performance of dual-tube self-centering buckling-restrained braces with composite tendons", J. Compos. Constr., 19(6), https://doi.org/10.1061/(ASCE)CC.1943-5614.0000565.
DOI
|
15 |
Miller, D.J., Fahnestock, L.A. and Eatherton, M.R. (2012), "Development and experimental validation of a nickel-titanium shape memory alloy self-centering buckling-restrained brace", Eng. Struct., 40, 288-298. https://doi.org/10.1016/j.engstruct.2012.02.037.
DOI
|
16 |
ASCE-41 (2006), "Seismic rehabilitation of existing buildings", American Society of Civil Engineers, Reston, VA.
|
17 |
Chi, P., Guo, T., Peng, Y., Cao, D. and Dong, J. (2018), "Development of a self-centering tension-only brace for seismic protection of frame structures", Steel Compos. Struct., 26(5), 573-582. https://doi.org/10.12989/scs.2018.26.5.573.
DOI
|
18 |
AISC (2010), "Seismic provisions for structural steel buildings", American Institute of Steel Construction, Inc., Chicago, IL.
|
19 |
ASCE (2010), "Minimum design loads for buildings and other structures", SEI/ASCE standard No. 7-10, ASCE, Reston, Va.
|
20 |
ATC. (2009) "Guidelines for Seismic Performance Assessment of Buildings ATC-58 50% Draft", Rep. No. 58, Applied Technology Council, Washington, DC.
|
21 |
Zhu, S.Y. and Zhang Y.F. (2008), "Seismic analysis of concentrically braced frame systems with self-centering friction damping braces", J. Struct. Eng., 134(1), 121-131. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:1(121).
DOI
|
22 |
Christopoulos, C., Tremblay, R., Kim, H.J. and Lacerte, M. (2008), "Selfcentering energy dissipative bracing system for the seismic resistance of structures: Development and validation", J. Struct. Eng., 134(1), 96-107. https://doi.org/10.1061/(ASCE)0733-9445(2008)134:1(96).
DOI
|
23 |
Chou, C.C., Wu, T.H., Beato, A.R.O., Chung, P.T. and Chen, Y.C. (2016a), "Seismic design and tests of a full-scale one-story onebay steel frame with a dual-core self-centering brace", Eng. Struct., 111, 435-450. https://doi.org/10.1016/j.engstruct.2015.12.007.
DOI
|
24 |
Chou, C.C., Tsai, W.J. and Chung, P.T. (2016b), "Development and validation tests of a dual-core self-centering sandwiched buckling-restrained brace (SC-SBRB) for seismic resistance", Eng. Struct., 121, 30-41. https://doi.org/10.1016/j.engstruct.2016.04.015.
DOI
|
25 |
Dyke, S.J. (2010), "2020 Vision for Earthquake Engineering Research: Report on an OpenSpace Technology Workshop on the Future of Earthquake Engineering", http://nees.org/resources/1636.
|
26 |
Hsiao, P.C., Lehman, D.E. and Roeder, C.W. (2013), "Evaluation of the response modification coefficient and collapse potential of special concentrically braced frames", Earthq. Eng. Struct. D., 42(10), 1547-1564. https://doi.org/10.1002/eqe.2286.
DOI
|
27 |
Huang, Z., Li, Z.J. and Ding, T. (2013), "Experimental investigation of BRB with transverse rib restraints", J. Southeast Univ., (English Edition), 29(1), 62-65.
|
28 |
Sabelli, R., Mahin, S. and Chang, C. (2003), "Seismic demands on steel braced frame buildings with buckling-restrained braces", Eng. Struct., 25(5), 655-666. https://doi.org/10.1016/S0141-0296(02)00175-X.
DOI
|
29 |
Wang, J., Shi, Y. and Yan, H. (2013), "Experimental study on the seismic behavior of all-steel buckling-restrained brace with low yield point", China Civil Eng. J., 46(10), 9-16 (in Chinese).
|
30 |
Yang, C.S.W., DesRoches, R. and Leon, R.T. (2010), "Design and analysis of braced frames with shape memory alloy and energy-absorbing hybrid devices", Eng. Struct., 32(2), 498-507. https://doi.org/10.1016/j.engstruct.2009.10.011.
DOI
|
31 |
Maffei, J., Telleen, K. and Nakayama, Y. (2008), "Probability-Based Seismic Assessment of Buildings, Considering Post-Earthquake Safety", Earthq. Spectra, 24(3), 667-699. https://doi.org/10.1193/1.2950066.
DOI
|