References
- Bruneau, M., S. E. Chang, R. T. Eguchi, G. C. Lee, T. D. O’Rourke, A. M. Reinhorn, M. Shinozuka, K. Tierney, W. A. Wallace, and D. von Winterfeldt. 2003. A framework to quantitatively assess and enhance the seismic resilience of communities. Earthquake Spectra 19 (4):733–52. doi:10.1193/1.1623497.
- Chen, Y., C. Chen, Q. Ma, H. Jiang, and Z. Wan. 2019. Study on mechanical properties of high damping viscoelastic dampers. Advances in Structural Engineering 22 (14):2925–36. doi:10.1177/1369433219853440.
- Chou, C. C., W. J. Tsai, and P. T. Chung. 2016. Development and validation tests of a dual-core self-centering sandwiched buckling-restrained brace (SC-SBRB) for seismic resistance. Engineering Structures 121:30–41. doi:10.1016/j.engstruct.2016.04.015.
- Christopoulos, C., R. Tremblay, H. J. Kim, and M. Lacerte. 2008. Self-centering energy dissipative bracing system for the seismic resistance of structures: Development and validation. Journal of Structural Engineering 134 (1):96–107. doi:10.1061/(asce)0733-9445(2008)134:1(96).
- Clayton, P. M., J. W. Berman, and L. N. Lowes. 2013. Subassembly testing and modeling of self-centering steel plate shear walls. Engineering Structures 56:1848–57. doi:10.1016/j.engstruct.2013.06.030.
- Clayton, P. M., T. Winkley, J. W. Berman, and L. N. Lowes. 2012. Experimental investigation of self-centering steel plate shear walls. Journal of Structural Engineering 138 (7):952–60. doi:10.1061/(asce)ST.1943-541X.0000531.
- Council on Tall Buildings and Urban Habitat (CTBUH). 2017. CTBUH height criteria for measuring & defining tall buildings. Height & Statistics, Tall buildings, CTBUH. Accessed February 9, 2017. http://www.skyscrapercenter.com/compare-data.
- Erkmen, B., and A. E. Schultz. 2009. Self-centering behavior of unbonded, post-tensioned precast concrete shear walls. Journal of Earthquake Engineering 13 (7):1047–64. doi:10.1080/13632460902859136.
- Fang, C., Y. W. Ping, Y. Y. Chen, M. C. H. Yam, J. B. Chen, and W. Wang. 2020. Seismic performance of self-centering steel frames with SMA-viscoelastic hybrid braces. Journal of Earthquake Engineering 26 (10):5004–31. doi:10.1080/13632469.2020.1856233.
- Guo, T., G. D. Zhang, and C. Chen. 2014. Experimental study on self-centering concrete wall with distributed friction devices. Journal of Earthquake Engineering 18 (2):214–30. doi:10.1080/13632469.2013.844211.
- Habieb, A. B., M. Valente, and G. Milani. 2019. Hybrid seismic base isolation of a historical masonry church using unbonded fiber reinforced elastomeric isolators and shape memory alloy wires. Engineering Structures 196:109281. doi:10.1016/j.engstruct.2019.109281.
- Hutt, C. M., I. Almufti, M. Willford, and G. Deierlein. 2016. Seismic loss and downtime assessment of existing tall steel-framed buildings and strategies for increased resilience. Journal of Structural Engineering 142 (8):C4015005. doi:10.1061/(asce)ST.1943-541X.0001314.
- Lin, P. C., T. Takeuchi, and R. Matsui. 2018. Seismic performance evaluation of single damped‐outrigger system incorporating buckling‐restrained braces. Earthquake Engineering & Structural Dynamics 47 (12):2343–65. doi:10.1002/eqe.3072.
- Liu, L., P. Tan, H. Ma, W. Yan, and F. Zhou. 2018. A novel energy dissipation outrigger system with rotational inertia damper. Advances in Structural Engineering 21 (12):1865–78. doi:10.1177/1369433218758475.
- Lu, X. Z., W. J. Liao, Y. Cui, Q. Jiang, and Y. N. Zhu. 2019. Development of a novel sacrificial-energy dissipation outrigger system for tall buildings. Earthquake Engineering & Structural Dynamics 48 (15):1661–77. doi:10.1002/eqe.3218.
- Lu, X., Z. K. Lv, and Q. L. Lv. 2020. Self‐centering viscoelastic diagonal brace for the outrigger of supertall buildings: Development and experiment investigation. The Structural Design of Tall & Special Buildings 29 (1):e1684. doi:10.1002/tal.1684.
- Marc MSC. 2016. Volume A, theory and user information. USA: MSC Corp.
- Nie, J. G., R. Ding, J. S. Fan, and M. X. Tao. 2014. Seismic performance of joints between steel K-style outrigger trusses and concrete cores in tall buildings. Journal of Structural Engineering 140 (12):04014100. doi:10.1061/(ASCE)ST.1943-541X.0001028.
- Park, S. W. 2001. Analytical modeling of viscoelastic dampers for structural and vibration control. International Journal of Solids and Structures 38 (44):8065–92. doi:10.1016/S0020-7683(01)00026-9.
- Qiu, C. X., and S. Y. Zhu. 2017. Performance-based seismic design of self-centering steel frames with SMA-based braces. Engineering Structures 130:67–82. doi:10.1016/j.engstruct.2016.09.051.
- Rui, J., W. Xian, W. D. Wang, Y. P. Zhu, and J. X. Wang. 2022. Experimental study on seismic behaviour of the outrigger truss-core wall spatial joints with peripheral CFST columns. Structures 41:1014–26. doi:10.1016/j.istruc.2022.05.066.
- Tschoegl, N. W. 1989. The phenomenological theory of linear viscoelastic behavior. Materials Chemistry and Physics 26 (3):417. doi:10.1016/0254-0584(90)90029-A.
- Wang, H., E. M. Marino, P. Pan, H. Liu, and X. Nie. 2018. Experimental study of a novel precast prestressed reinforced concrete beam-to-column joint. Engineering Structures 156:68–81. doi:10.1016/j.engstruct.2017.11.011.
- Wikipedia. 2017, February 9. https://wikipedia.org/wiki/List_of_tallest_buildings_in_Christchurch.
- Xu, L. H., X. W. Fan, and Z. X. Li. 2017. Cyclic behavior and failure mechanism of self‐centering energy dissipation braces with pre‐pressed combination disc springs. Earthquake Engineering & Structural Dynamics 46 (7):1065–80. doi:10.1002/eqe.2844.
- Xu, L. H., X. S. Xie, and Z. X. Li. 2021. Seismic behavior and design approach of variable-damping self-centering braced frame. Journal of Structural Engineering 147 (6):05021001. doi:10.1061/(ASCE)ST.1943-541X.0003031.
- Yang, Q. S., X. Z. Lu, C. Yu, and D. L. Gu. 2017. Experimental study and finite element analysis of energy dissipating outriggers. Advances in Structural Engineering 20 (8):1196–209. doi:10.1177/1369433216677122.
- Youssef, M. A., M. S. Alam, and M. Nehdi. 2008. Experimental investigation on the seismic behavior of beam-column joints reinforced with superelastic shape memory alloys. Journal of Earthquake Engineering 12 (7):1205–22. doi:10.1080/13632460802003082.
- Zhai, C. H., J. C. Kong, X. M. Wang, and Z. Q. Chen. 2016. Experimental and finite element analytical investigation of seismic behavior of full-scale masonry infilled RC frames. Journal of Earthquake Engineering 20 (7):1171–98. doi:10.1080/13632469.2016.1138171.
- Zhou, Z., X. T. He, J. Wu, C. L. Wang, and S. P. Meng. 2014. Development of a novel self-centering buckling-restrained brace with BFRP composite tendons. Steel and Composite Structures 16 (5):491–506. doi:10.12989/scs.2014.16.5.491.