[1] FEMA p58. Seismic Performance Assessment of Buildings., December 2018, washington, dc: Federal Emergency Management Agency
[2]Quantification of Disaster Resilience Of Health Care Facilities, September 2009, Technical Report MCEER-09-0009
[3]Montuori, G.M., Mele, E., Brandonisio, G. and De Luca,A. \Design criteria for diagrid tall buildings: Sti_ness
versus strength", Structural Design of Tall and Special Buildings, 23(17), pp. 1294-1314 (2013).
10.24200/j30.2020.56543.2839
[4] M. Roshani, A. Meshkat Dini. (2022). Seismic Resilience Analysis of High-Rise Diagrid Structures with Various Skeletal Configurations Based on Robustness Criterion. Journal, Volume (Issue), Page(s).
[5] Mohammadian, S., Mohammadi, M., and Jabri, A. (2023). "Life Cycle Cost Analysis of Steel Structures Considering Seismic Sequence: Application of FEMA P-58 Code." Journal of Civil Engineering and Steel Structures, Volume 10, Number 3, Pages 45-67
[6] Sadeghi, S., & Rofooei, F. R. (2020). Improving the seismic performance of diagrid structures using buckling restrained braces. Journal of Constructional Steel Research, 166, 105905.
[7] Zhang, Y., et al. (2020). "Evolutionary optimization of diagrid frame geometry for tall buildings to enhance seismic performance." Journal of Structural Engineering.
[8] Lee, J., et al. (2019). "Parametric optimization of diagrid systems for enhanced seismic performance using intelligent algorithms." Computers and Structures.
[9]Moradi, M., & Abdolmohammadi, M. (2020). Seismic fragility evaluation of a diagrid structure based on energy method. Journal of Constructional Steel Research, 174, 106311.
[10]Cimellaro, G.P., Fumo, C., Reinhorn, A.M., Bruneau, M. (2009). "Quantification of Disaster Resilience of Health Care Facilities." Technical Report MCEER-09-0009, University at Buffalo.
[11] Eagan, S., et al. (2016). "Advanced methods for seismic evaluation and design of resilient structures considering life cycle." Journal of Structural Engineering.
[12] Zandi, M., & Masoumi, A. (2018). "Probabilistic analysis of seismic resilience in high-rise buildings with viscous dampers." Earthquake Engineering & Structural Dynamics.
[13]FEMA p58. Implementation Guide Second Edition, , December 2018, washington, dc: Federal Emergency Management Agency
[14] Afzali Fard, Shakri, Kazem, & Jahangiri. (2023). Providing a method to calculate the seismic resilience and the cost-time curve of the expected reconstruction of buildings. Structural and construction engineering, 10(4), 107-132
[15] Roshani, M. (2023, August). Performance assessment and calculation of robustness of high-rise diagrid tube structures with various configurations. In Structures (Vol. 54, pp. 898-917). Elsevier.
[16] Molina Hutt, C., Almufti, I., Willford, M., & Deierlein, G. (2016). Seismic loss and downtime assessment of e×isting tall steel-framed buildings and strategies for increased resilience. Journal of Structural Engineering, 142(8), C4015005.
[17] Ayyub, B. M. (2015). Practical resilience metrics for planning, design, and decision making. ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 1(3), 04015008.
[18] Bharath, P. S., Bommisetty, J., Keertan, T. S., & Manoj, T. (2024, June). An assessment of seismic performance of high-rise diagrid structure with plan irregularity. In Journal of Physics: Conference Series (Vol. 2779, No. 1, p. 012031). IOP Publishing.
[19] Saadati, D., Javadi, P., Moghadam, A. S., & Hosseini, M. H. (2024). Evaluation of Steel Diagrid Structural System Under Near-Fault Earthquakes. Journal of Earthquake Engineering, 28(8), 2330-2360.
[20] Heshmati, M., Khatami, A., & Shakib, H. (2020, June). Seismic performance assessment of tubular diagrid structures with varying angles in tall steel buildings. In Structures (Vol. 25, pp. 113-126). Elsevier.
[21] Boake, T. M. (2014). Diagrid structures: systems, connections, details. Walter de Gruyter.
[22]Zoccolini, L., Bruschi, E., Cattaneo, S., & Quaglini, V. (2023). Current trends in fluid viscous dampers with semi-active and adaptive behavior. Applied Sciences, 13(18), 10358.
[23] ASCE/SEI 41-17. Seismic evaluation and retrot of e×isting Buildings., 2017, Virginia: American Society of Civil Engineers
[24] Kitayama, S. (2017). Development and evaluation of procedures for analysis and design of buildings with fluidic self-centering systems (Doctoral dissertation, State University of New York at Buffalo).
[25] Kitayama, S., & Constantinou, M. C. (2016). Probabilistic collapse resistance and residual drift assessment of buildings with fluidic self‐centering systems. Earthquake Engineering & Structural Dynamics, 45(12), 1935-1953.
[26] FEMA-356.: Prestandard and Commentary for the Seismic Rehabilitation of Buildings American Society of Civil Engin
[27] Wen, R., Seker, O., Akbas, B., & Shen, J. (2016). Designs of special concentrically braced frame using AISC 341-05 and AISC 341-10. Practice Periodical on Structural Design and Construction, 21(1), 04015011.
[28] An, N. and He, Z. \A framework of seismic design based on structural resilience", In Proceedings of the 2nd International Conference on Civil, Structural and Transportation Engineering (ICCSTE-2016), Ottawa, Canada (2016)
[29] Initiative, T. B. (2017). Guidelines for performance-based seismic design of tall buildings. TBI: Berkeley, CA, USA.
[30] Kircher, C., Deierlein, G., Hooper, J., Krawinkler, H., Mahin, S., Shing, B., & Wallace, J. (2010). Evaluation of the FEMA P-695 methodology for quantification of building seismic performance factors.
[31] Özuygur, A. R. (2016, February). Performance-based Seismic Design of an Irregular Tall Building—A Case Study. In Structures (Vol. 5, pp. 112-122). Elsevier.
[32] FEMA p695. Quantification of Building Seismic Performance Factors., June 2009, washington, dc: Federal Emergency Management Agency
[33] ATC Hazard by location, (Year published). Page title. [online] Available at: https://hazards.atcouncil.org/.
[34] Application of Endurance Time method in linear seismic analysis H.E. Estekanchi_, V. Valamanesh, A. Vafai
Department of Civil Engineering, Sharif University of Technology, Iran Received 15 June 2006; received in revised form 28 December 2006; accepted 6 January 2007 Available online 20 February 2007.
[35] Romano, E., Cascini, L., D'Aniello, M., Portioli, F., & Landolfo, R. (2020, October). A simplified multi-performance approach to life-cycle assessment of steel structures. In Structures (Vol. 27, pp. 371-382). Elsevier.
[36] Hamidia, & Dalili Yazdi. (2022). Quantitative investigation of seismic resilience in steel bending frames equipped with nonlinear viscous dampers under secondary earthquake. Civil Engineering, 38(1.2), 51-65
[37] Mohammadian Asl, Soheil. (winter 2019). Life cycle cost analysis of steel structures considering the sequence tremors. Master. Sahand University of Technology, Civil engineering,.
