Alehojjat, S. B., Bahar, O., & Yakhchalian, M. (2021). Improvements in the direct displacement-based design procedure for mid-rise steel MRFs equipped with viscous dampers. Structures, 34 (August), 1636-1650. doi: 10.1016/j.istruc.2021.08.047
Alehojjat, S. B., Yakhchalian, M., & Bahar, O. (2023). Approximate methods to estimate residual drift demands in steel structures with viscous dampers designed by the DDBD approach. International Journal of Steel Structures, 23(3), 806-822. doi: 10.1007/s13296-023-00732-4
Alehojjat, S. B., Yakhchalian, M., & Bahar, O. (2024). Seismic performance assessment of mid-rise steel structures with dampers designed by the modified DDBD method. 9th International Conference on Seismology and Earthquake Engineering, Tehran, Iran.
Arab, R., & Yakhchalian, M. (2022). Investigating approximate methods to predict residual interstory drift ratio demands in steel eccentrically braced frames. International Journal of Steel Structures, 22(1), 176-191. doi: 10.1007/s13296-021-00565-z
ASCE 41. (2017). Seismic Evaluation and Retrofit of Existing Buildings, Reston, VA: American Society of Civil Engineers.
ASCE 7. (2017). Minimum Design Loads for Buildings and Other Structures. Reston, VA: American Society of Civil Engineers.
Asgarkhani, N., Yakhchalian, M., & Mohebi, B. (2020). Evaluation of approximate methods for estimating residual drift demands in BRBFs. Engineering Structures, 224(April), 110849. doi: 10.1016/j.engstruct.2020.110849
Elkady, A. (2022). FM-2D: Open-Source platform for the numerical modeling and seismic analysis of buildings. SoftwareX, 17(1), doi: 10.1016/j.softx.2021.100927
Elkady, A., & Lignos, D. G. (2014). Modeling of the composite action in fully restrained beam-to-column connections: implications in the seismic design and collapse capacity of steel special moment frames. Earthquake Engineering and Structural Dynamics, 43(13), 1935-1954. doi: 10.1002/eqe.2430
Elkady, A., & Lignos, D. G. (2015). Effect of gravity framing on the overstrength and collapse capacity of steel frame buildings with perimeter special moment frames. Earthquake Engineering and Structural Dynamics, 44(8), 1289-1307. doi: 10.1002/eqe.2519
Erochko, J., Christopoulos, C., Tremblay, R., & Choi, H. (2011). Residual drift response of SMRFs and BRB frames in steel buildings designed according to ASCE 7-05. Journal of Structural Engineering, 137(5), 589-599. https://ascelibrary.org/doi/abs/10.1061/%28ASCE%29ST.1943-541X.0000296
Farahani, S., & Akhaveissy, A. H. (2022). Direct displacement-based seismic design of buckling-restrained braced RC frames. Bulletin of Earthquake Engineering, 20(3), 1767-1839. doi: 10.1007/s10518-021-01290-y
FEMA (2018). Seismic Performance Assessment of Buildings, Vol 1: Methodology, Second Edition. FEMA P-58-1 Washington DC: Federal Emergency Management Agency.
Green, T., Leon, R., & Rassati, G. (2004). Bidirectional tests on partially restrained, composite beam-to-column connections. Journal of Structural Engineering, 130(2), 320-327. doi: 10.1061/(ASCE)0733-9445(2004)130:2(320)
Gupta, A., & Krawinkler, H. (1999). Seismic Demands for the Performance Evaluation of Steel Moment Resisting Frame Structures. Report No. 132. The John A. Blume Earthquake Engineering Center, Stanford University, CA.
Hu, S., Zhang, R., & Wang, W. (2023). Hybrid self-centering dual rocking core system for seismic resilience by controlling both structural and nonstructural damage. Engineering Structures (Online), 295, 116796. doi: 10.1016/j.engstruct. 2023.116796
Hwang, S., & Lignos, D. G. (2017). Earthquake-induced loss assessment of steel frame buildings with special moment frames designed in highly seismic regions. Earthquake Engineering & Structural Dynamics, 46(13), 2141-2162. doi: 10.1002/eqe.2898
Ibarra, L. F., Medina, R. A., & Krawinkler, H. (2005). Hysteretic models that incorporate strength and stiffness deterioration. Earthquake Engineering & Structural Dynamics, 34(12), 1489-1511. doi: 10. 1002/eqe.495
Kalapodis, N. A., Muho, E. V., & Beskos, D. E. (2022). Seismic design of plane steel MRFS, EBFS and BRBFS by improved direct displacement-based design method. Soil Dynamics and Earthquake Engineering, 153, 107111. doi: 10.1016/j.soildyn. 2021.107111
Kitayama, S., & Constantinou, M. C. (2016). Development and Evaluation of Procedures for Analysis and Design of Buildings with Fluid Self-Centering Systems, MCEER-16-0003.
Kitayama, S., & Constantinou, M. C. (2018). Collapse performance of seismically isolated buildings designed by the procedures of ASCE/SEI 7. Engineering Structures, 164(March), 243-258. doi: 10.1016/j.engstruct.2018.03.008
Leon, R., Hajjar, J., & Gustafson, M. (1998). Seismic response of composite moment-resisting connections, I: performance. Journal of Structural Engineering, 124(8), 868-876. doi: 10.1061/(ASCE)0733-9445(1998)124:8(868).
Lignos, D. G., & Krawinkler, H. (2011). Deterioration modeling of steel components in support of collapse prediction of steel moment frames under earthquake loading. Journal of Structural Engineering, 137(11), 1291-1302. doi: 10.1061/(ASCE)ST. 1943-541X.0000376
Lignos, D. G., Hartloper, A., Elkady, A., Deierlein, G. G., & Hamburger, R. (2019). Proposed updates to the ASCE 41 nonlinear modeling parameters for wide-flange steel columns in support of performance-based seismic engineering. Journal of Structural Engineering, 145(9):04019083. doi: 10.1061/(ASCE) ST.1943-541X.0002353
Liu, J., & Astaneh-Asl, A. (2000). Cyclic testing of simple connections including effects of slab. Journal of Structural Engineering, 126(1), 32-39. doi: 10.1061/(ASCE)0733-9445(2000)126:1(32)
Liu, J., & Astaneh-Asl, A. (2004). Moment-rotation parameters for composite shear tab connections. Journal of Structural Engineering, 130(9), 1371-1380, doi: 10.1061/(ASCE)0733-9445(2004)130: 9(1371)
Moradpour, S., & Dehestani, M. (2019). Optimal DDBD procedure for designing steel structures with nonlinear fluid viscous dampers. Structures, 22 (August), 154-174. doi: 10.1016/j.istruc.2019.08.005
Noruzvand, M., Mohebbi, M., & Shakeri, K. (2020). Modified direct displacement-based design approach for structures equipped with fluid viscous damper. Structural Control and Health Monitoring, 27(1), 1-19. doi: 10.1002/stc.2465
Noruzvand, M., Mohebbi, M., & Shakeri, K. (2021). An improvement of direct displacement-based design approach for steel moment-resisting frames controlled by fluid viscous dampers. Advances in Structural Engineering, 136943322199249. doi: 10.1177/1369433221992496
OpenSees (2020). Open System for Earthquake Engineering Simulation. Pacific Earthquake Engineering Research Center, Berkeley, CA. http://opensees.berke ley.edu
Papagiannopoulos, G. A., Hatzigeorgiou, G. D., & Beskos, D. E. (2013). Recovery of spectral absolute acceleration and spectral relative velocity from their pseudo-spectral counterparts. Earth-quake and Structures, 4(5), 489-508. doi: 10.12989/eas.2013. 4.5.489
Priestley, M. J. N., Calvi, G. M., & Kowalsky, M. (2007). Displacement Based Seismic Design of Structures. IUSS Press.
Priestley, N. M. J. (1993). Myths and fallacies in earthquake engineering-conflicts between design and reality. Bulletin of the New Zealand National Society for Earthquake Engineering, 26(3), 329-341. doi: 10.5459/bnzsee.26.3.329-341
Rahgozar, N., & Rahgozar, N. (2020). Extension of direct displacement-based design for quantifying higher mode effects on controlled rocking steel cores. The Structural Design of Tall and Special Buildings, 29(16). doi: 10.1002/tal.1800
Shakeri, K., & Dadkhah, H. (2021). Development of DDBD for steel MRFs using inelastic response-based seismic lateral force distribution. Journal of Building Engineering, 43, 103063. doi: 10.1016/j.jobe.2021. 103063
Somerville, P. G. (1997). Development of ground motion time histories for phase 2 of the FEMA/SAC steel project. SAC Joint Venture.
Sullivan, T. J., & Lago, A. (2012). Towards a simplified Direct DBD procedure for the seismic design of moment resisting frames with viscous dampers. Engineering Structures, 35, 140-148. doi: 10.1016/j.engstruct.2011.11.010
Sullivan, T. J., Priestley, M. J. N., & Calvi, G. M. (Eds.). (2012). A Model Code for the Seismic Design of Structures, DBD12. IUSS Press.
Sullivan, T. J., Saborio-Romano, D., O'Reilly, G. J., Welch, D. P., & Landi, L. (2018). Simplified pushover analysis of moment resisting frame structures. Journal of Earthquake Engineering, 25(4), 621-648. doi: 10.1080/13632469.2018.1528911
Yakhchalian, M. & Yakhchalian, M., (2023). Gravity framing and composite action effects on residual drifts of steel SMFs. Journal of Constructional Steel Research, 211, 108167. doi: 10.1016/j.jcsr. 2023.108167