Azari M, Mir Ghaderi S-R, “Steel structures design”, Arkan Danesh Publishing, 2010, 3, ISBN, 978-600-5442-56-4.
ABAQUS Version 2022, ABAQUS User’s Manual, SIMULIA World Headquarters, 2022, Rising Sun Mills166 Valley Street, Providence (RI 02909-2499, USA).
Beheshti Aval, S-B, “Seismic rehabilitation of existing buildings: theory and application, vol. 1: seismic performance evaluation”, K.N. Toosi University of Technology Press, Tehran, Iran, 2012.
Building and Housing Research Center, 2016, Standard No. 2800: Earthquake-resistant design of buildings (4th ed.). Ministry of Roads and Urban Development
De Oliveira WLA, De Nardin S, De Cresce El Debs ALH, El Debs LK, “Evaluation of passive confinement in CFT columns”, Journal of Constructional Steel Research, 2010, 66 (4), 487-495.
https://doi.org/10.1016/j.jcsr.2009.11.004
Fanaie N, Sadeghi Moghadam H, “Experimental study of rigid connection of drilled beam to CFT column with external stiffeners: Effect of beam flange drilling on stress concentration and ductility improvement”, Journal of Constructional Steel Research, 2019, 153, 209-221.
https://doi.org/10.1016/j.jcsr.2018.10.016
Gao X, Lin S, Liu R, Chen X, “The hysteresis behavior of steel beam–column joint with the load bearing-energy dissipation connection for converter station building”, Buildings, 2024, 14 (8), 2424.
https://doi.org/10.3390/buildings14082424
GB 50011-2010, Code for seismic design of buildings. Beijing: Ministry of Housing and Urban-Rural Development of the People’s Republic of China; 2010 (China).
Hosseini Ali Abad SMR, Farahani Alavi M, Sheikh Lari V, Yavari AR, “Modal vibration analysis of coil spring and leaf spring using ABAQUS software”, Journal of Approach at Oil and Gas Management, 2020, 1 (3), 1-13. (In Persian). JR_OILSC-1-3_001 DOI: N/A
Inai E, Mukai A, Kai M, Tokinoya T, Fukumoto KM, “Behavior of concrete-filled steel tube beam columns”, Journal of Structural Engineering, 2004, 130 (2), 189-202. https://doi.org/10.1061/(ASCE)0733-9445(2004)130:2 ascelibrary.org
Iran’s National Building Regulations, Part 10: Design and Execution of Steel Buildings (4th ed.). Tehran, Iran, 2013.
Kafi MA, Tariqi P, “Evaluation of using strong column–weak beam requirements in prequalified welded connections in intermediate steel moment frames”, Journal of Structural and Construction Engineering, 2019, 5 (4), 195-206.
https://doi.org/10.22065/jsce.2017.89781.1240
Li Y, Huang B, “Evaluation on seismic performance of beam-column joints of fabricated steel structure with replaceable energy-dissipating elements”, Sustainability, 2022, 14 (6), 3350.
https://doi.org/10.3390/su14063350
Li X, Wang Q, Ma G, “Mechanical properties of a novel plastic hinge seismic fuse based on frictional energy dissipation to avoid brittle failures in beam to column moment resistant joints”, Arabian Journal for Science and Engineering, 2020, 45 (5), 3695-3706. https://doi.org/10.1007/s13369 019 04214
Latour M, D’Aniello M, Zimbru M, Rizzano G, Piluso V, Landolfo R, “Removable friction dampers for low-damage steel beam-to-column joints. Soil Dynamics and Earthquake Engineering, 2018, 115, 66-81.
https://doi.org/10.1016/j.soildyn.2018.08.002
Mohsenian V, Beheshti Aval SB, Darbanian R, “Tunnel form as an ideal system for rc constructions under multiple earthquakes”, Journal of Civil and Environmental Engineering (University of Tabriz), 2018, 47 (89), 61-74. JR_CEEJ-47-89_006. DOI: N/A
Peng H, Ou J, Mahin S, “Design and numerical analysis of a damage-controllable mechanical hinge beam-to-column connection”, Soil Dynamics and Earthquake Engineering, 2020, 133, 106149. https://doi.org/10.1016/j.soildyn.2020.106149
Peng H, Ou J, Schellenberg A, McKenna F, Mahin S, “Seismic behavior of steel moment frames with mechanical hinge beam-to-column connections”, International Journal of Structural Stability and Dynamics, 2020, 20 (06), 2040005.
https://doi.org/10.1142/S0219455420400052
Plan and Budget Organization of the Islamic Republic of Iran (PBO). Publication No. 360: Guideline for Seismic Rehabilitation of Existing Buildings (1st revision). Tehran, Iran: Plan and Budget Organization, 2013.
Rahimzadeh A, Ghassemieh M, “Cyclic behavior of steel moment frame connections under various loading protocols and a developed loading protocol”, Sharif Journal of Civil Engineering, 2015, 31, 2 (3.2), 93-102.
https://doi.org/20.1001.1.26764768.1394.312.32.12.1
Road, Housing and Urban Development Research Center (BHRC). Standard No. 2800: Iranian Code of Practice for Seismic Resistant Design of Buildings (4th ed.). Tehran, Iran, 2014.
Soydan C, Özkaynak H, Sürmeli M, Şenol E, Saruhan H, Yüksel E, “A mechanical plastic hinge for beam-to-column connections of precast concrete structures”, Research Square (preprint), 2024.
https://doi.org/10.21203/rs.3.rs-4531445/v1
Saeidzadeh M, Chenaghlou MR, Akbari Hamed A, “Evaluation of the structural behavior of a novel self-centering beam–column connection with friction damper in comparison to existing connections”, Journal of Civil and Environmental Engineering (University of Tabriz), (1402 [2023]). 53 (112) [Fall 1402], 215-224.
https://doi.org/10.22034/jcee.2022.52238.2162
Sadeghi-Moqaddam H, Fanaei N, “Effect of beam perforation on improving the performance of rigid steel beam-to-CFT column connections with external stiffeners”, In: Proceedings of the 4th National Conference on Applied Research in Civil Engineering, Architecture and Urban Management, Tehran, Iran, 2016.
Wang P Wang Z, Pan J, Zheng Y, Liu D, “Cyclic behavior of steel beam to cft column connections with gusset plates”, Advances in Civil Engineering, 2019, Article ID 3798671.
https://doi.org/10.1155/2019/3798671
Wahl AM, Mechanical Springs (2nd ed.). McGraw-Hill. ISBN: 978-0070677050, 1963.
Xie L, Wu J, Zhang J, Liu C, “Experimental study of mechanical properties of beam-column joint of a replaceable energy-dissipation connector-precast concrete frame”, Journal of Building Engineering, 2021, 43, 102588.
https://doi.org/10.1016/j.jobe.2021.102588
)