1- Mahdavi, M., and Azizzadeh, R., 2020, Structural Bracing Systems, LAP Lambert Academic Publishing.
2- Zhang, Y., Schauer, T., and Bleicher, A., Optimized passive/semi-active vibration control using distributed-multiple tuned facade damping system in tall buildings, Building Engineering, 52, 104416. doi:10.1016/j.jobe.2022.104416.
3- Cha, J., Xu, Z., Agrawal, A. K., and Cha Y. J., 2024, Semi-active control of structural systems.
4- Zhao, H., Shi, G., and Gao, Y., 2024, Experimental study on cyclic behaviour of low yield point steel buckling-restrained braces, Engineering Structucture, 277, 115464. doi:10.1016/j.engstruct.2022.115464.
5- Pippi, A. S., Avila, S. M., Doz, G., 2022, A review on the use of the inerter device in the structural coupling technique for adjacent building vibration control, Structures, 42, 480–501. doi:10.1016/j.istruc.2022.06.029.
6- Zhang, C., Guo, X., Luo, J., and Chen, S., 2023, Seismic design and performance evaluation of steel braced frames with assembled self-centering buckling-restrained braces, Building Engineering, 76, 107056. doi:10.1016/j.jobe.2023.107056.
7- Tunca, O., 2022, Design of buckling restrained steel braces using application programming interface between simulation and discrete optimization, Structures, 43, 752–66. doi:10.1016/j.istruc.2022.07.010.
8- Liu, P., Shuai, C., Qi, Y., Li, Z., and Teng, J., 2022, Development and experimental study of a novel steel brace with load-bearing adjustable capacity utilizing the buckling behavior of partial steel plates, Engineering Structure, 252, 113684. doi:10.1016/j.engstruct.2021.113684.
9- Mahdavi, M., Hosseini, S., and Babaafjaei, A., 2023, Modelling and Comparison of Plastic Performance in Ten Types of New Steel Braces under Pushover Analysis, Computional Engineering and Physical Modeling, 6. doi:10.22115/cepm.2023.428826.1262.
10- Chen, C. C., Siao, S. Y., Jiang, C. R, Lee, B. H., and Yeh, F. Y., 2021, Structural effects of unequal leg lengths in lattice steel towers with the D-type bracing system, Structures, 34, 2801–17. doi:10.1016/j.istruc.2021.09.036.
11- Pan, W. H., Zhao, C.H., Wang, C.M., and Luo, Y. Z., 2024, Optimal bracing system design for funicular twin arches against out-of-plane buckling, Engineering Structure, 301, 117250. doi:10.1016/j.engstruct.2023.117250.
12- Ren, G., Xue, J., and Ding, Y., 2023, Experimental and numerical research on the lateral behaviour of glued timber frame structures with and without X-type diagonal bracing, Structures, 58, 105626. doi:10.1016/j.istruc.2023.105626.
13- Veismoradi, S., Yousef-beik, S. M. M., and Zarnani, P., Quenneville P., 2023, Experimental investigation of deficient RC frames retrofitted by RSFJ-toggle bracing systems, Structures, 58, 105646. doi:10.1016/j.istruc.2023.105646.
14- Skalomenos, K. A., Kurata. M., and Nishiyama, M., 2020, Induction-heat treated steel braces with intentional eccentricity, Engineering Structure, 211, 110461. doi:10.1016/j.engstruct.2020.110461.
15- Khademi, M., Tehranizadeh, M., Shirkhani, A., and Hajirasouliha, I., 2023, Earthquake-induced loss assessment of steel dual concentrically braced structures subjected to near-field ground motions, Structures, 51, 1123–39. doi:10.1016/j.istruc.2023.03.105.
16- Fu, B., Gao, Y., and Wang, W., 2023, Dual generative adversarial networks for automated component layout design of steel frame-brace structures, Automation in Construction, 146, 104661. doi:10.1016/j.autcon.2022.104661.
17- Barghian, M. B., and Hussein, A., 2023, Diamond cable bracing with rings for steel Structures. Numer Methods Civ Eng, 7, 24–34. doi:10.61186/nmce.2022.412.
18- Hashemi, A., Clifton, G. C., Bagheri, H., Zarnani, P., and Quenneville, P., 2020, Proposed design procedure for steel self-centring tension-only braces with resilient connections, Structures, 25, 147–56. doi:10.1016/j.istruc.2020.02.024.
19- Jiang, T., Dai, J., Yang, Y., Liu, Y., and Bai, W., 2023, Study of a new-type of steel buckling-restrained brace, Earthquake Engineering Vibration, 19, 239–56. doi:10.1007/s11803-020-0559-9.
20- Ghamari, A., and Jeong, S. H., 2022, A proposal for improving the behavior of CBF braces using an innovative flexural mechanism damper, an experimental and numerical study, Steel Composite Structures, 45, 455–66. doi:10.12989/scs.2022.45.3.455.
21- Parsa, E., Ghazi, M., Farahbod, F., and Sobhan, M. S., 2022, Numerical study of the cyclic behavior of a proposed all-steel brace with reduced fuse length, Modares Civil Engineering Journal, 22, 157–72. doi:10.22034/22.4.11.
22- Parvini Sani, H., 2022, Investigation of bearing capacity of the proposed circular lateral bracing system with friction seat connection with column, Structural Engineering and Construction, 8-35, 322. doi:10.22065/jsce.2021.279362.2405.
23- Abdulridha, A., 2023, Behavior of a multi-story steel structure with eccentric X-brace, Frattura ed Integrita Strutturale, 17, 273–96. doi:10.3221/igf-esis.66.17.
24- Flogeras, A. K., Papagiannopoulos, G. A., and Karabalis, D. L., 2019, Seismic response of steel structures with properly detailed tension only steel braces, Ce/Pap, 3, 481–6. doi:10.1002/cepa.1087.
25- Zheng, L., Dou, S., Tang, S., Ge, H., Wen, W., and Zhang, J., 2024, Seismic performance of improved multistorey X-braced steel frames, Construction Steel Research, 212, 108306. doi:10.1016/j.jcsr.2023.108306.
26- Xu, G., Guo, T., Li, A., Zhu, R., Chao, L., and Wang, S., 2023, Development and investigation of a self-centering cable brace with variable slip stiffness for braced frame structure, Building Engineering, 76, 107383. doi:10.1016/j.jobe.2023.107383.
27- Zheng, L., Wang, W., Dou, S., Ge, H., Gao, Y., and Han, Y., 2022, Seismic performance of braced frame structure with double-cylinder arc energy dissipator, Thin-Walled Structure, 180, 109950. doi:10.1016/j.tws.2022.109950.
28- Gu, Z., Lu, W., Fan, Y., and Gao, Y., 2023, An uncoupled damping system for tension-only braced structures: experimental and numerical analysis, Engineering Structure, 281, 115777. doi:10.1016/j.engstruct.2023.115777.
29- Ye, K., and Wang, Y., 2023, Analytically optimal parameters of supplemental brace-damper system in single-degree-of-freedom structure based on stability maximization criterion, Sound Vibration, 556, 117718. doi:10.1016/j.jsv.2023.117718.
30- Ebrahimi, S., and Mirghaderi, S. R., 2023, A new friction–slip brace damper to improve seismic performance of braced frames, Construction Steel Research, 207, 107945. doi:10.1016/j.jcsr.2023.107945.
31- Hamidi, H., and Soleimani, R., 2023, Extending substitute frame model as a rapid supersede for moment frames and X-braced structures in seismic response estimations, Structures, 56, 105040. doi:10.1016/j.istruc.2023.105040.
32- Rangaraj, B., Nalinaa, K., Ashokkumar, M., Deepalakshmi, P, Rishika S, and Vaishnavi Devi, M. S., 2023, Comparative analysis of unbraced and chevron braced steel buildings of different storeys, Mater Today Proceedings. doi:10.1016/j.matpr.2023.05.378.
33- Liu, X., Ding, Y., Zhang, H., Zhao, H., and Li, A., 2023, A novel brace-damper system for seismic response suppression of high-rise steel frame structures, Building Engineering, 72, 106655. doi.org/10.1016/j.jobe.2023.106655.
34- Domanski, T, Sapietova, A., and Saga, M., 2017, Application of Abaqus Software for the Modeling of Surface Progressive Hardening, Procedia Engineering, 177, 64–9. doi:10.1016/j.proeng.2017.02.184.
35- Han, J., Li, Z., and Song, J., 2010, The application of finite element analysis software (ABAQUS) in structural analysis, The International Conference on Computational Science. https://doi.org/10.1109/iccis.2010.24.
36- Giner, E., Sukumar, N., Tarancon, J. E., and Fuenmayor, F. J., 2009, An Abaqus implementation of the extended finite element method, Enginering Fracture Mechanics, 76, 347–68. doi:10.1016/j.engfracmech.2008.10.015.
37- Boulbes, R. J., 2020, General Prerequisites Troubl Finite-Element Model with Abaqus, Springer International Publishing, 61–116. doi:10.1007/978-3-030-26740-7_4.
38- jagota, V., Sethi, A., and Kumar, D. K., 2013, Finite Element Method: An Overview, Walailak Journal Science Technology, 10, 1–8. doi:10.2004/wjst.v10i1.499.
39- Erhunmwun, I., and Ikponmwosa, U., 2017, Review on finite element method, Applied Science Enviromental Management, 21, 999. doi:10.4314/jasem.v21i5.30.
40- Brezeanu, L. C., 2014, Contact Stresses: Analysis by Finite Element Method (FEM), Procedia Technology, 12, 401–10. doi:10.1016/j.protcy.2013.12.506.
41- Mahdavi, M., 2020, Assessing the Impact of Underground Cavities on Buildings with Stepped Foundations on sloping lands, Civil Enviromental Engineering, 14, 234–8.
42- Logan, D. L., and Mason, O. H., 2015, A first course in the finite element method, 6th ed. Cengage Learning Custom Publishing.
43- Mahdavi, M., 2020, Evaluation and Comparison of Seismic Performance of Structural Trusses under Cyclic Loading with finite element method, Civil Enviromental Engineering, 14, 341–8.
44- Tuan Pham, A., Salim Lim, N., and Hai Tan, K., 2023, Experimental investigation on alternate load path mechanisms in double-span beams with unsymmetrical span lengths and reinforcement ratios, Structures, 56, 105017. doi:10.1016/j.istruc.2023.105017.
45- Shen, J., Akbas, B., Seker, O., and Faytarouni, M., 2021, Design of steel structures, Columbus, McGraw-Hill Education.
46- Burkacki, D., and Jankowski, R., 2014, Experimental Study on Steel Tank Model Using Shaking Table/ Badania Eksperymentalne Modelu Zbiornika Stalowego Na Stole Sejsmicznym, Civil Enviromental Engineering Reports, 14. https://doi.org/10.1515/ceer-2014-0024.
47- Neu, G.E., GudzEulic, V., and Meschke, G., 2022, Design of steel fiber reinforced concrete tunnel lining segments by nonlinear finite-element analysis with different safety formats, Computational Modeling of Concrete Structure, London: CRC Press, 736–45. doi:10.1201/9781003316404-88.
48- Zhang, K., and Sanchez-Espinoza, V. H., 2020, The Dynamic-Implicit-Additional-Source (DIAS) method for multi-scale coupling of thermal-hydraulic codes to enhance the prediction of mass and heat transfer in the nuclear reactor pressure VESSEL, Heat and Mass Transfer, 147, 118987. doi:10.1016/j.ijheatmasstransfer.2019.118987.
49- da Silva, D., Jacob, B., and Rodrigues, M., 2006, Implicit and Explicit Implementation of the Dynamic Relaxation Method for the Definition of Initial Equilibrium Configurations of Flexible Lines, mentation of the Dynamic Relaxatio. doi:10.1115/OMAE2006-92153.
50- Liu, T., Wang, P., Wen, W., and Feng, F., 2023, Improved composite implicit time integration method for dynamic analysis of viscoelastic damping systems, Communication Nonlinear Science Numerical, Simul, 124:107301. https://doi.org/https://doi.org/10.1016/j.cnsns.2023.107301.
51- Boostani, M., Rezaifar, O., and Gholhaki, M., 2018, Introduction and seismic performance investigation of the proposed lateral bracing system called “OGrid”, Archive of Civil Mechanical Engineering, 18, 1024–41. doi:10.1016/j.acme.2018.02.003.
52- Ahiwale, D. D., Kontoni, D. P. N., and Darekar, P. L., 2023, Seismic performance assessment of reinforced concrete frames with different bracing systems, Innovation Infrastructure Solution, 8. doi:10.1007/s41062-023-01071-3.
53- Fanaie, N., and Shirpour, A., 2023, Analytical and numerical evaluation of quarter-elliptic-braced steel moment frames (QEB-MFs), Structures, 49, 426–42. doi:10.1016/j.istruc.2023.01.100.
54- Zhou, Y., Shao, H., Lui, E. M., Zhong, G., Li, Z., 2023, Behavior of elliptical buckling-restrained braces under cyclic axial load, Structures, 48, 331–45. doi:10.1016/j.istruc.2022.12.087.
