ACI. (2019). Building code requirement, ACI 318. ACI.
Anjafi, H., & Medina, R. A. (2019). Earthquake Spectra.
ASCE/SEI. (2016). Minimum design loads for buildings and other structures, ASCE/SEI Standard 7-16. Reston: American Society of civil engineers.
ASCE/SEI. (2017). ASCE/SEI Standard 41-17, Seismic rehabilitation of existing buildings. American Society of Civil Engineers and Structural Engineering Institute.
ASCE/SEI (2005). ASCE/SEI Standard 43-05, Seismic design criteria for structures, systems, and components in nuclear facilities. American Society of Civil Engineers and Structural Engineering Institute.
ATC (2003). Preliminary evaluation of methods for defining performance, ATC 58-2. Redwood City, (CA): Applied Technical Council.
Bianchi, S., Ciurlanti, J., & Pampanin, S. (2021). Comparison of traditional vs low-damage structural and non-structural building systems through a cost/ performance-based evaluation. Earthquake Spectra, 366-385. doi:https://doi.org/10.1177/8755293020952445.
CEN (2004). Eurocode 8, Design provisions for earthquake resistant structures, EN-1998-1. Brussels, Belgium: Comite Europeen de Normalization.
Chaudhari, D., & Dhoot, G. (2016). Performance Based Seismic Design of. Open Journal of Civil Engineering, 188-194. doi:http://dx.doi.org/10.4236/ojce.2016.62017.
Chaudhari, D., & Dhoot, G. (2016). Performance Based Seismic Design of Reinforced Concrete Building. Open Journal of Civil Engineering, 188-194.
CSI. (2021). SAP2000, Integrated building design software. Berkeley CA.
Dhakal, R. (2010). Damage to non‐structural components and contents in 2010 Darfield earthquake. Bullettin New Zealand Society Earthquake Engineering, 404-411.
FEMA. (2006). FEMA-445, Next-Generation Performance-Based Seismic Design Guidelines Program Plan for New and Existing Buildings. Washington (DC): Federal Emergency Management Agency.
FEMA. (2009). Quantification of Building Seismic Performance Factors, FEMA P695.
Ghobarah, A. (2001). Performance-based design in earthquake engineering: state of development. Eng Struct, 878-84. doi:http://dx.doi.org/10.1016/S0141-0296(01)00036-0.
Haselton, C. B., Fry, A., Hamburger, R. O., Baker, J. W., Zimmerman, R. B., Luco, N., . . . Whittaker, A. S. (2017). Earhquake Spectra.
Hassani, P., Rasti, S., & Tariverdilo, S. (2024). Application of ASCE 7-22 Performance-Based Design Procedures for Different Building Types in Height Using Recorded and Simulated Ground Motions. SEE9 Conference. Tehran, Iran.
Jarrett, J. A., Zimmerman, R. B., Charney, F. A., & Jalalian, A. (2017). Earhquake Spectra.
Lin, J., & Mahin, S. A. (1984). Seismic response of light subsystems on inelastic structures. Journal of Structural Engineering, 400-417. doi:https://doi.org/10.1061/(ASCE)0733-9445(1985)111:2(400).
LIU, B.-q., LIU, M., & LI, Y.-b. (2004). Reearch and Development of Performance-Based Seismic Design Theory. 13th World Conference on Earthquake Engineering, (pp. 1-7). Vancouver.
LIU, B.-q., LIU, M., & LI, Y.-b. (2004). Research and development of performance-based seismic design theory. The 13th world conference on earthquake engineering, Vancouver (B.C.), CanadaPaper No. 2457. Retrieved from www.iitk.ac.in/nicee/wcee/article/13_2457.pdf.
Merino, R. J., Perrone, D., & Filiatrault, A. (2019). Consistent floor response spectra for performance‐based seismic design of nonstructural elements. Earthquake Engineering Structural Dynamics, 1-24. doi:https://doi.org/10.1002/eqe.3236.
Miranda, E., Mosqueda, G., Retamales, R., & Pekcan, G. (2012). Performance of nonstructural components during the 27 February 2010 Chile Earthquake. Earthquake Spectra, 453-471.
Moehle, J. (1992). Displacement-based design of RC structures. Earthquake engineering, 10th world conference, Balkema, Rotterdam, 403-427. Retrieved from Moehle JP. Displacement-based design of RC structures. Earthquake engineering, 10th world conference, Balkema, Rotterdam; 1992. p. 4299–302.
OpenSees-Py. (n.d.). The Open System for Earthquake Engineering Simulation Software.
O'Reilly, G., Perrone, D., Fox, M., Monteiro, R., & Filiatrault, A. (2018). eismic assessment and loss estimation of existing school buildings in Italy. Engineering Structures, 142-162. doi:https://doi.org/10.1016/j.engstruct.2018.04.056.
Pampanin, S. (2012). Reality-check and renewed challenges in earthquake engineering: Implementing low-damage structural systems—From theory to practice. Bulletin of the New Zealand Society for Earthquake 45(4), 137-160. doi:10.5459/bnzsee.45.4.137-160.
Perrone, D., Calvi, P., Nascimbene, R., Fischer, E., & Magliulo, G. (2018). Seismic performance and damage observation of non‐structural elements during the 2016 Central Italy Earthquake. Bull Earthquake Engineering, 5655-5677. doi:https://doi.org/10.1007/s10518‐018‐0361‐5.
Priestley, M., Calvi, G., & Kowalsky, M. (2007). Direct Displacement-Based Seismic Design of Structures. Pavia, Italy: IUSS Press, 2-23. Retrieved from Priestley MJN, Calvi GM, Kowalsky MJ. Displacement-based seismic design of strucstructures. Pavia, Italy: IUSS Press; 2007.
Rezaei, R., Tariverdilo, S., Sheidaii, M. R., & Khodabandehlou, A. (2020). Application of Codes Performance-Based Design Procedures for a Tall Building Using Recorded and Spectrally Modified Ground Motions. The Structural Design of Tall and Special Buildings, 1-18. doi:https://doi.org/10.1002/tal.1783.
RSPMatch. (2018). Retrieved from http://www.seismosoft.com/en/seismomatch.aspx.
Sewell, R., Cornell, C., Toro, G., McGuire, R., Kassawara, R., & Sing, A. (1988). Factors influencing floor response spectra in nonlinear multi-degree‐of‐freedom structures. Standford University.
Sousa, L., & Monterio, R. (2018). Seismic retrofit options for non‐structural building partition walls: Impact on loss estimation and cost‐benefit analysis. Engineering Structures, 8-27. doi:https://doi.org/10.1016/j.engstruct.2018.01.028.
Zimmerman, R. B., Baker, J. W., Hooper, J. D., Bono, S., Haselton, C. B., Engel, A., . . . Jalalian, A. (2017). Earthquake Spectra.
