[1] Moradi, M., & Abdolmohammadi, M. (2020). Seismic fragility evaluation of a diagrid structure based on energy method.
Journal of Constructional Steel Research,
174(10), 106311.
h ttps://doi.org/10.1016/j.jcsr.2020.106311
[2] Tavakoli, H., & Afrapoli, M. M. (2018). Robustness analysis of steel structures with various lateral load resisting systems under the seismic progressive collapse.
Engineering Failure Analysis,
83, 88-101.
https://doi.org/10.1016/j.engfailanal.2017.10.003
[3] Badalassi, M., Braconi, A., Caprili, S., & Salvatore, W. (2013). Influence of steel mechanical properties on EBF seismic behaviour.
Bulletin of Earthquake Engineering,
11(6), 2249-2285.
https://doi.org/10.1007/s10518-013-9498-4
[4] Singhal, A., & Singh, Y. (2015). Seismic Performance of Eccentrically Braced Frame (EBF) Buildings. In V. Matsagar (Ed.),
Advances in Structural Engineering. Springer, New Delhi.
https://doi.org/10.1007/978-81-322-2193-7_72
[5] Mirzai, N. M., Attarnejad, R., & Hu, J. W. (2018). Enhancing the seismic performance of EBFs with vertical shear link using a new self-centering damper.
International Journal of Earthquake Engineering,
35(4), 57-75.
https://www.researchgate.net/publication/33 0353155_Enhancing_the_seismic_performance_of_EBFs_with_vertical_shear_link_using_a_new_self-centering_damper
[6] Caprili, S., Morelli, F., Mussini, N., & Salvatore, W. (2018). Experimental tests on real-scale EBF structures with horizontal and vertical links.
Data in Brief,
21(4), 1246-1257.
https://doi.org/10.1016/j.dib.2018.10.126
[7] Mohsenian, V., Filizadeh, R., Ozdemir, Z., & Hajirasouliha, I. (2020). Seismic performance evaluation of deficient steel moment-resisting frames retrofitted by vertical link elements.
Structures,
26, 724-736.
https://doi.org/10.1016/j.istruc.2020.04.043
[8] Dorri, F., Ghasemi, H., & Nowak, A. (2019). Developing a lateral load pattern for pushover analysis of EBF system.
Reliability Engineering and Resilience,
1(1), 42-54.
https://doi. org/10.22115/rer.2019.184387.1009
[9] Abdollahzadeh, G., & Faghihmaleki, H. (2014). Response modification factor of SMRF improved with EBF and BRBs.
Journal of Advanced Research in Dynamical and Control Systems,
6(4), 42-55.
https://www.researchgate.net/publication/274509593 _Response_modification_factor_of_SMRF_improved_with_EBF_and_BRBs
[10] Caprili, S., Mussini, N., & Salvatore, W. (2018). Experimental and numerical assessment of EBF structures with shear links.
Steel and Composite Structures,
28(2), 123-138.
https:// doi.org/10.12989/scs.2018.28.2.123
[11] Hines, E. M., & Jacob, C. C. (2010). Eccentric Braced Frame System Performance. In S. Senapathi, K. Casey, & M. Hoit (Eds.),
Structures Congress 2010. American Society of Civil Engineers.
https://doi.org/10.1061/41130(369)121
[12] Hamidi, H., & Rouhi, A. (2019, November 11-13).
Investigation of Forward Directivity Effect on the Ductility Demand and Reduction Factor of PBPD EBF Frames. 8th International Conferences of Seismology and Earthquake Engineering, Tehran, Iran.
https://www.researchgate.net/publication/337161019_Investigation_of_Forward_Directivity_Effect_on_the_Ductility_Demand_and_Reduction_Factor_of_PBPD_EBF_Frames
[13] Buitrago Goyez, L. G. (2017).
Soil-Structure Interaction Effects on the Seismic Response of Low-Rise Eccentrically Braced Frames [Master, University of Arkansas]. Fayetteville, Arkansas.
https://scholarworks.uark.edu/cgi/viewcontent.cgi?article=3938&context =etd
[14] Bolt, B. A., Tsai, Y. B., Yeh, K., & Hsu, M. K. (1982). Earthquake strong motions recorded by a large near-source array of digital seismographs.
Earthquake Engineering & Structural Dynamics,
10(4), 561-573.
https://doi.org/10.1002/eqe.4290100406
[15] Richards, P. W. (2010). Estimating the Stiffness of Eccentrically Braced Frames.
Practice Periodical on Structural Design and Construction,
15(1), 91-95.
https://doi.org/10.1061 /(ASCE)SC.1943-5576.0000027
[16] Nabid, N., Hajirasouliha, I., & Petkovski, M. (2021). Simplified Method for Optimal Design of Friction Damper Slip Loads by Considering Near-Field and Far-Field Ground Motions.
Journal of Earthquake Engineering,
25(9), 1851-1875.
https://doi.org/10.1080/13632469. 2019.1605316
[17] Salazar, A. R., & Haldar, A. (2000). Structural responses considering the vertical component of earthquakes.
Computers & Structures,
74(2), 131-145.
https://doi.org/10.1016/S0045 -7949(99)00031-0
[18] Raychowdhury, P. (2011). Seismic response of low-rise steel moment-resisting frame (SMRF) buildings incorporating nonlinear soil–structure interaction (SSI).
Engineering Structures,
33(3), 958-967.
https://doi.org/10.1016/j.engstruct.2010.12.017
[19] Abdollahiparsa, H., Homami, P., & Khoshnoudian, F. (2016). Effect of vertical component of an earthquake on steel frames considering soil-structure interaction.
Korean Society of Civil Engineers,
20(7), 2790-2801.
https://doi.org/10.1007/s12205-016-0687-y
