1. Q. Xie, State of the art of buckling-restrained braces in Asia, Constructional Steel Research, 61(6) (2005) 727-748. [
DOI:10.1016/j.jcsr.2004.11.005]
2. F. Bartera, R. Giacchetti, Steel dissipating braces for upgrading existing building frames, Constructional Steel Research, 60(3-5) (2004) 751-769. [
DOI:10.1016/S0143-974X(03)00141-X]
3. H. Tamai, T. Takamatsu, Cyclic loading tests on a non-compression brace considering performance-based seismic design, Constructional Steel Research, 61(9) (2005) 1301-1317. [
DOI:10.1016/j.jcsr.2005.01.009]
4. A.A. Golafshani, E.K. Rahani, M.R. Tabeshpour, A new high performance semi-active bracing system, Engineering Structures, 28(14) (2006) 1972-1982. [
DOI:10.1016/j.engstruct.2006.03.032]
7. C. Cremona, M. Elachachi, D. Breysse, S. Yotte, Probabilistic assessment of cable residual strength, in: 5th Bridge Management: Inspection, maintenance, assessment and repair, 2018, pp. 468-475.
8. S.M. Elachachi, D. Breysse, S. Yotte, C. Cremona, A probabilistic multi-scale time dependent model for corroded structural suspension cables, Probabilistic Engineering Mechanics, 21(3) (2006) 235-245. [
DOI:10.1016/j.probengmech.2005.10.006]
9. J. Xu, W. Chen, Behavior of wires in parallel wire stayed cable under general corrosion effects, Constructional Steel Research, 85 (2013) 40-47. [
DOI:10.1016/j.jcsr.2013.02.010]
10. G.F. Giaccu, L. Caracoglia, A displacement-based approach for determining non-linear effects on pre-tensioned-cable cross-braced structures, Sound and Vibration, 394 (2017) 465-481. [
DOI:10.1016/j.jsv.2017.01.008]
11. J.N. Richardson, G. Nordenson, R. Laberenne, R. Filomeno Coelho, S. Adriaenssens, Flexible optimum design of a bracing system for façade design using multi-objective Genetic Algorithms, Automation in Construction, 32 (2013) 80-87. [
DOI:10.1016/j.autcon.2012.12.018]
12. R.A.M.G. Tabar, F.R. Nodeh, An overview of pros and cons of zipper braced frames, Current World Environment, 10(Special Issue 1) (2015) 106-110. [
DOI:10.12944/CWE.10.Special-Issue1.15]
13. M. Razavi, M.R. Sheidaii, Seismic performance of cable zipper-braced frames, Constructional Steel Research, 74 (2012) 49-57. [
DOI:10.1016/j.jcsr.2012.02.007]
14. Y. Ozcelik, A. Saritas, P.M. Clayton, Comparison of chevron and suspended-zipper braced steel frames, Constructional Steel Research, 119 (2016) 169-175. [
DOI:10.1016/j.jcsr.2015.12.019]
16. D.M. Patil, K.K. Sangle, Seismic behaviour of different bracing systems in high rise 2-d steel buildings, Structures, 3 (2015) 282-305. [
DOI:10.1016/j.istruc.2015.06.004]
18. S. Sorace, G. Terenzi, An advanced seismic protection technology: The damped cable system, in: Advances in Structures-Steel, Concrete, Composite and Aluminium, Proc. of ASSCCA'03 Conference, 2003, pp. 1185 - 1191.
19. Jerret Structures, in, www.jerretStructures.com.
20. M. Lotfollahi, M.M. Alinia, Effect of tension bracing on the collapse mechanism of steel moment frames, Constructional Steel Research, 65(10-11) (2009) 2027-2039. [
DOI:10.1016/j.jcsr.2009.06.003]
21. M.C. Phocas, K. Alexandrou, Numerical analysis and cable activation in hybrid bending-active structures with multiple cables, Engineering Structures, 174 (2018) 561-572. [
DOI:10.1016/j.engstruct.2018.07.089]
22. M.C. Phocas, A. Pocanschi, Steel frames with bracing mechanism and hysteretic dampers, Earthquake Engineering Structures, 32 (2003) 15. [
DOI:10.1002/eqe.253]
23. X. Hou, H. Tagawa, Displacement-restraint bracing for seismic retrofit of steel moment frames, Constructional Steel Research, 65(5) (2009) 1096-1104. [
DOI:10.1016/j.jcsr.2008.11.008]
24. H. Tagawa, X. Hou, Seismic retrofit of ductile moment resisting frames using wire-rope bracing, in: 8th Pacific Conference on Earthquake Engineering, Singapore, 2007, pp. 8.
25. M. Kurata, Strategies for rapid seismic hazard mitigation in sustainable infrastructure systems, Ph.D. Thesis, Georgia Institute of Technology, 2009.
26. M. Kurata, R.T. Leon, R. DesRoches, Rapid seismic rehabilitation strategy: Concept and testing of cable bracing with couples resisting damper, Structural Engineering, 138(3) (2012) 354-362. [
DOI:10.1061/(ASCE)ST.1943-541X.0000401]
27. N. Fanaie, S. Aghajani, E. Dizaj, Theoretical assessment of the behavior of cable bracing system with central steel cylinder, Advances in Structural Engineering, 19(3) (2016) 463-472. [
DOI:10.1177/1369433216630052]
28. N. Fanaie, S. Aghajani, E. Afsar Dizaj, Strengthening of moment-resisting frame using cable-cylinder bracing, Advances in Structural Engineering, 19(11) (2016) 1736-1754. [
DOI:10.1177/1369433216649382]
29. N. Fanaie, N. Zafari, Seismic study of cable-cylinder bracing under near field records, in: 2nd International Conference on Steel & Structure, Tehran, Iran, 2017.
30. N. Fanaie, N. Zafari, Sensitivity analysis on response modification factor of new cable-cylinder bracing systems, Earthquake Engineering, 23(4) (2019) 648-668. [
DOI:10.1080/13632469.2017.1326419]
31. S. Abhari, M. Barghian, Theoretical assessment of the behavior of a cable bracing system with a central steel plate, AUT Journal of Civil Engineering, 3(1) (2019) 37-48.
32. K. Shakeri, K. Tarbali, M. Mohebbi, An adaptive modal pushover procedure for asymmetric-plan buildings, Engineering Structures, 36 (2012) 160-172. [
DOI:10.1016/j.engstruct.2011.11.032]
33. A. Rooshenas, Comparing pushover methods for irregular high-rise structures, partially infilled with masonry panels, Structures, 28 (2020) 337-353. [
DOI:10.1016/j.istruc.2020.08.073]
34. S. Li, Z. Zuo, C. Zhai, L. Xie, Comparison of static pushover and dynamic analyses using RC building shaking table experiment, Engineering Structures, 136 (2017) 430-440. [
DOI:10.1016/j.engstruct.2017.01.033]
35. M.A. Amini, M. Poursha, A non-adaptive displacement-based pushover procedure for the non-linear static analysis of tall building frames, Engineering Structures, 126 (2016) 586-597. [
DOI:10.1016/j.engstruct.2016.08.009]
37. CSI, SAP2000, in: Integrated structural analysis and design software, Computers and Structures Inc, Berkeley, CA, 2018.
38. Pacific Earthquake Engineering Research, in, peer.berkeley.edu.
39. Iranian code of practice for seismic resistant design of buildings - Standard No 2800, Iranian Road, Housing and Urban Development Research Center, 2016.