none 10.1177/87552930231179491 Wiley Wiley (John Wiley & Sons) 311 148698951 5867 2026012503595800416 10.1002 2026-01-25T12:55:08Z 2023-06-14T03:21:52Z 32 Earthquake Spectra Earthquake Spectra 8755-2930 1944-8201 08 2023 39 3 Pablo Heresi Departamento de Obras Civiles Universidad Técnica Federico Santa María Valparaiso Chile http://orcid.org/0000-0003-4594-0621 Eduardo Miranda Department of Civil and Environmental Engineering Stanford University Stanford CA USA http://orcid.org/0000-0001-9398-443X Over the last two decades, the performance‐based earthquake engineering (PBEE) framework developed by the Pacific Earthquake Engineering Research (PEER) Center has gained the attention of researchers and practitioners worldwide. This framework was originally focused on quantifying the seismic risk of individual structures. However, with the advent of the “seismic resilience” concept, broader definitions of stakeholders and performance metrics on a regional scale are desirable. In this context, we present a formalized extension of the PEER PBEE framework for its use in groups of structures spatially distributed over a region, herein referred to as RPBEE framework. As an example, we use the RPBEE framework for computing the total number of damaged structures, the expected total economic loss, and the probability distribution of total economic losses within a region. We highlight differences with the original PEER framework and challenges arising from the implementation of the new RPBEE framework for future research and adoption, along with potential ways to overcome them. 08 2023 08 2023 1328 1351 10.1177/87552930231179491 Fondo Nacional de Desarrollo Científico y Tecnológico https://doi.org/10.13039/501100002850 11230463 http://onlinelibrary.wiley.com/termsAndConditions#vor http://doi.wiley.com/10.1002/tdm_license_1.1 2 10.1177/sage-journals-update-policy journals.sagepub.com true Fondo Nacional de Desarrollo Científico y Tecnológico https://doi.org/10.13039/501100002850 11230463 https://journals.sagepub.com/page/policies/text-and-data-mining-license 10.1177/87552930231179491 https://onlinelibrary.wiley.com/doi/10.1177/87552930231179491 http://sage.cnpereading.com/paragraph/article/?doi=10.1177/87552930231179491 https://onlinelibrary.wiley.com/doi/pdf/10.1177/87552930231179491 https://onlinelibrary.wiley.com/doi/pdf/10.1177/87552930231179491 https://onlinelibrary.wiley.com/doi/full-xml/10.1177/87552930231179491 https://pubs.geoscienceworld.org/earthquake-spectra/article/39/3/1328/627680/rpbee-performance-based-earthquake-engineering-on Bulletin of the Seismological Society of America Abrahamson NA 26 78 1 1988 Statistical properties of peak ground accelerations recorded by the SMART 1 array 10.1061/(ASCE)0733-9445(2005)131:1(160) 10.1002/eqe.3674 Technical Report NCEER‐95‐0003, January Anagnos T 1995 ASCE/SEI 7‐16, March ASCE/SEI 2016 Technical Report No. 157, June Aslani H 2005 Proceedings, 13th world conference on earthquake engineering Aslani H 2004 Report No. ATC‐1, July ATC 1985 Report No. FEMA 273, October ATC 1997 Report No. FEMA P‐58‐1, Second Edition, December ATC 2018 10.1002/eqe.474 Technical Report No. 118, January Basöz N 1996 Proceedings, 5th US Conference on Life line Earthquake Engineering, Seattle, WA, 12–14 August 1999 Basöz N 693 1999 BazzurroP CornellCA(2002)Vector‐valued probabilistic seismic hazard analysis (VPSHA). In: Proceedings 7th US national conference on earthquake engineering Boston MA 21–25 July. Probability, Statistics, and Decision for Civil Engineers Benjamin JR 1970 10.1785/0120020197 10.1002/eqe.937 10.1193/1.1623497 10.1061/(ASCE)ST.1943-541X.0001321 10.1061/(ASCE)0733-9429(1994)120:3(313) 10.1214/aop/1176996359 Statistica Sinica Chen SX 875 7 1997 Statistical applications of the Poisson‐binomial and conditional Bernoulli distributions 10.1016/j.engstruct.2010.08.008 10.1061/(ASCE)IS.1943-555X.0000204 Journal of Industrial Engineering Conway RW 132 12 2 1962 A queuing model with state dependent service rates PEER Center News Cornell CA 1 3 2 2000 Progress and challenges in seismic performance assessment 10.2202/1547-7355.1732 10.1002/eqe.3172 10.1193/011018EQS007M 10.1002/eqe.3205 10.1002/eqe.2282 Proceedings, 7th Pacific Conference on Earthquake Engineering Deierlein GG 2003 10.1002/eqe.2575 10.1080/13632469.2017.1284699 Proceedings, 12th European Conference in Earthquake Engineering, London, 9–13 September Fajfar P 2002 10.1109/TAES.2010.5461658 10.1785/0120100031 10.1785/0120070078 10.1007/s10518-018-0506-6 10.1061/(ASCE)ST.1943-541X.0002989 10.1080/13632469.2019.1693447 10.1016/j.strusafe.2021.102155 10.1214/aop/1176993379 10.1214/aoms/1177728178 10.1215/S0012-7094-48-01568-3 10.1002/eqe.922 10.1016/j.soildyn.2013.09.013 10.1080/13632460701285277 Proceedings, international conference on advances and new challenges in earthquake engineering research, ICANCEER 2002, Hong Kong, China, 19–20 August Krawinkler H 2002 Performance‐based seismic engineering: Vision for an earthquake resilient society. Geotechnical, geological and earthquake engineering Krawinkler H 3 2014 10.1201/9780203486245.ch9 LATBSDC(2018)Analternative procedure for seismic analysis and design of tall buildings located in the Los Angelesregion. 2017 Edition with 2018 Supplements Los Angeles CA https://apps.peer.berkeley.edu/tbi/wp‐content/uploads/2010/09/2008‐LATBSDC‐CRITERIA.pdf 10.1193/1.2791001 10.1061/(ASCE)ST.1943-541X.0000214 10.1016/0266-8920(86)90033-0 10.1002/eqe.2212 10.1002/eqe.695 10.1214/aop/1176996608 10.1193/021217EQS028EP 10.1002/eqe.2678 10.1002/eqe.3007 10.1193/082213EQS237M MillerMK(2014)Seismic risk assessment of complex transportation networks. PhD thesis Department of Civil and Environmental Engineering Stanford University Stanford CA. Seismic design methodologies for the next generation of codes Miranda E 1997 10.1061/(ASCE)0733-9445(1999)125:4(417) 10.1061/(ASCE)0733-9445(2005)131:2(203) Performance‐based seismic design concepts and implementation Pacific Earthquake Engineering Research Center PEER Report 2004/05 Miranda E 149 2004 Proceedings, 13th World Conference on Earthquake Engineering Moehle JP 2004 10.1002/eqe.148 10.1063/1.3056709 PEER Report 2017/06 Version 2.03, May PEER 2017 Technical Report No. 171, May Ramirez CM 2009 10.1002/eqe.2217 10.1002/9780470316511 Proceedings, 13th World Conference on Earthquake Engineering Sarabandi P 2004 Vision 2000—Performance Based Seismic Engineering of Buildings SEAOC 1995 10.1111/j.1467-9876.2005.00474.x A method for earthquake motion‐damage relationships with application to reinforced concrete frames. Technical Report NCEER‐97‐0008, September Singhal A 1997 10.1061/(ASCE)0733-9445(1998)124:8(922) 10.1533/9780857098986.1.57 SPUR(2012)Safe enough to stay. SPUR Report 01/2012 February. San Francisco CA: San Francisco Planning and Urban Research Association Shelter‐in‐Place Task Force. Technical Report No. 154, January Stergiou E 2006 10.1016/j.strusafe.2007.05.004 10.1061/(ASCE)0733-9445(2005)131:2(212) 10.1002/eqe.141 10.1193/1.2083887