Chen C-H, Mahin SA, Performance-Based Seismic Demand Assessment of Concentrically Braced Steel Frame Buildings, 2012.
Chen X, Takeuchi T, Matsui R, “Seismic performance and evaluation of controlled spine frames applied in high-rise buildings”, Earthquake Spectra, 2018, 34, 1431-1458.
https://doi.org/10.1193/080817EQS157M
Faramarzi MS, Taghikhany T, “Direct performance-based seismic design of strongback steel braced systems, in: Structures”, Elsevier, 2020, 482-495.
Hu S, Wang W, Qu B, Alam MS, “Development and validation test of a novel Self-centering Energy-absorbing Dual Rocking Core (SEDRC) system for seismic resilience”, Engineering Structures, 2020, 211.
https://doi.org/10.1016/j.engstruct.2020.110424
Kazemzadeh Azad S, Topkaya C, Astaneh-Asl A, “Seismic behavior of concentrically braced frames designed to AISC341 and EC8 provisions”, Journal of Constructional Steel Research, 2017, 133, 383-404.
https://doi.org/10.1016/j.jcsr.2017.02.026
Khatib IF, Mahin SA, Pister KS, “Seismic behavior of concentrically braced steel frames”, Earthquake Engineering Research Center, University of California Berkeley, 1988.
Lai J-W, “Experimental and analytical studies on the seismic behavior of conventional and hybrid braced frames”, Ph. D. Thesis, UC Berkeley, 2012.
Majumerd MJE, Dehcheshmeh EM, Broujerdian V, Moradi S, “Self-centering rocking dual-core braced frames with buckling-restrained fuses”, Journal of Constructional Steel Research, 2022, 194.
https://doi.org/10.1016/j.jcsr.2022.107322
Martin A, Deierlein GG, “Generalized modified modal superposition procedure for seismic design of rocking and pivoting steel spine systems”, Journal of Constructional Steel Research, 2021, 183.
https://doi.org/10.1016/j.jcsr.2021.106745
Martini K, Amin N, Lee PL, Bonowitz D, “The potential role of non-linear analysis in the seismic design of building structures, in: Proc”, 4th US National Conference on Earthquake Engineering, 1990, 67-76.
Mazzoni S, McKenna F, Scott MH, Fenves GL, “OpenSees command language manual”, Pacific Earthquake Engineering Research (PEER) Center, 2006, 264, 137-158.
Rossi PP, Lombardo A, “Influence of the link overstrength factor on the seismic behaviour of eccentrically braced frames”, Journal of Constructional Steel Research, 2007, 63, 1529-1545.
https://doi.org/10.1016/j.jcsr.2007.01.006
Simpson BG, “Higher-mode force response in multi-story strongback-braced frames”, Earthquake Engineering and Structural Dynamics, 2020.
https://doi.org/10.1002/eqe.3310
Simpson BG, Rivera Torres D, “Simplified modal pushover analysis to estimate first- and higher-mode force demands for design of strongback-braced frames”, Journal of Structural Engineering, 2021, 147.
https://doi.org/10.1061/(asce)st.1943-541x.0003163
Takeuchi T, Chen X, Matsui R, “Seismic performance of controlled spine frames with energy-dissipating members”, Journal of Constructional Steel Research, 2015, 114, 51-65.
https://doi.org/10.1016/j.jcsr.2015.07.002
Tremblay R, Chen L, Tirca L, “High-rise buildings enhancing the seismic performance of multi-storey buildings with a modular tied braced frame system with added energy dissipating devices”, International Journal of High-Rise, 2014.
Uriz P, Mahin SA, “Toward earthquake-resistant design of concentrically braced steel-frame structures”, University of California, Berkeley, Berkeley, USA, 2008.
Wiebe L, Christopoulos C, Tremblay R, Leclerc M, “Mechanisms to limit higher mode effects in a controlled rocking steel frame 1: Concept, modelling, and low-amplitude shake table testing”, Earthquake Engineering and Structural Dynamics, 2013, 42, 1053-1068.
https://doi.org/10.1002/eqe.2259