[1] Chou, C.C., Nian, P., Zhao, G.S., 2023. Cyclic test and finite element analysis of a steel
double K-braced frame with laterally-restrained plates for RC building retrofit. Thin-Walled
Structures. 189, e110918.
[2] Farheen, F., Akshara, S.P., 2023. Comparison of Seismic Performance of Knee Braces in Steel
Frames with Y Shaped Eccentric Braces. Structural Engineering and Construction Management. 1,
551–62.
[3] Hamidi, H., Soleimani, R., 2023. Extending substitute frame model as a rapid supersede for moment
frames and X-braced structures in seismic response estimations. Structures. 56, e105040.
[4] Honma, S., Ebato, K., Harada, Y., 2021. Ductile steel knee brace with built-in comb-shaped seismic
damper. Journal of Construction Steel Research. 184, 106765.
Civil and Project Journal, 2025, 7(10), 66-84
https://doi.org/10.22034/cpj.2025.547517.1405
84
[5] Hormazabal, M.F., Barontini, A., Masciotta, M.G., Oliveira, D.V.A., 2023. Non-parametric
algorithm for time-dependent modal analysis of civil structures and infrastructures. Mechanical
Systems and Signal Processing. 204, e110802.
[6] Li, B., Wang, Z., Fan, Y., Pan, J., Wang, P., Zhou, Z., 2022. A Technique for Optimizing the
Sequences Yielding under Load of Concentrically-Braced Steel Frames. Buildings. 12, e1656.
[7] Li, H., Zhang, W., Zeng, L., 2023. Seismic assessment of chevron braced frames with differently
designed beams. Structures. 49, 1028–43.
[8] Mahdavi, M., 2023. Evaluating the Seismic Performance of Modern Concentrically Braces with the
Finite Element Method. Advance Researches in Civil Engineering, 5(3), 68-76.
[9] Mahdavi, M. (2023). Comparing the Performance of Steel, Wooden and Aluminum Beams in
Structural Connections during Static Analysis. Advance Researches in Civil Engineering, 5(4), 1-9.
[10] Mahdavi, M., Azizzadeh, R., 2020. Structural Bracing Systems. LAP Lambert Academic
Publishing. 1, 108.
[11] Mahdavi, M., Babaafjaei, A., Hosseini, S. R., 2023. Evaluation and Comparison of Seismic
Performance in Irregular Steel Structures with Modern Concentrically Braces. Computational
Engineering and Physical Modeling. 6(4), 57-76.
[12] Mahdavi, M., Chaghakaboodi, S., Farsi, N., Eric Annune, J., 2024. Evaluation and Comparison of
Seismic Performance in Perforated Steel Plate Shear Walls (PSPSW) with Regular Holes Using
Modal Analysis. Buildings. 6(7), e200453.
[13] Mahdavi, M. 2023. Comparing the Performance of Diagonal, A-Chevron, Gate, Knee, Rhombus
and X braces with the Finite Element Method. Advanced Structural Mechanics, 1(3), 210-228.
[14] Mahdavi, M., Hosseini, S., Babaafjaei, A., 2023. Modelling and Comparison of Plastic Performance
in Ten Types of New Steel Braces under Pushover Analysis. Computational Engineering Physical
Modelling. 6, 79-97.
[15] Mahdavi, M., Hosseini, S.R., Babaafjaei, A., 2023. Investigating the Performance of Modern
Concentrically Braces during Modal Analysis in the Frequency Domain with the Finite Element
Method. Advanced Structural Mechanics. 1, e11600.
[16] Mahdavi, M., Hosseini, S.R., Babaafjaei, A., 2024. Evaluating the Effect of Span Length on the
Seismic Performance of a Steel Structure with a Chevron Brace by Finite Element Method.
Eurasian Journal of Science and Technology. 4, 271–82.
[17] Mahdavi, M. (2020). Assessing the Impact of Underground Cavities on Buildings with Stepped
Foundations on Sloping Lands. World Academy of Science, Engineering and Technology, Open
Science Index 163, International Journal of Civil and Environmental Engineering, 14(7), 234–8.
[18] Nagy Kem, G., 2016. Bracing rhombic structure by one-dimensional tensegrities. Meccanica, 1,
e215.
[19] Rangaraj, B., Nalinaa, K., Ashokkumar, M., Deepalakshmi, P., Rishika, S., Vaishnavi Devi, M.S.,
2023. Comparative analysis of unbraced and chevron braced steel buildings of different storeys.
Materials Today Proccedings. 10, e1016.
[20] Recski, A., Shai, O., 2010. Tensegrity frameworks in one-dimensional space. European Journal of
Combunatorics. 31, e1072–9.
[21] Sun, M., Li, Q., 2023. Reliable modal estimation of high-rise structures via synergistic usage of
multiple stabilization diagram-based operational modal analysis techniques. Structures. 56,
e105051.
[22] Ullah, R., Vafaei, M., Alih, S.C., Waheed, A., 2024. Investigating the seismic response of chevron
braced frame equipped with a replaceable sandwiched fused damper. Journal of Building
Engineering. 86, 108928.
[23] Zhang, A., Liu, X., Wang, Y., Shang, Z., Yu, C., Bai, Z., 2020. Seismic behavior of an X-deployed
cable-braced bolt-assembly steel frame. Journal of Construction Steel Research. 170, e106132.
[24] Zhao, J., Qiu, H., 2024. Numerical and analytical studies for a novel steel brace retrofit system.
Journal of Construction Steel Research. 212, e108284.