Uncertainty and bias in fragility estimates by intensifying artificial accelerations

Probabilistic Engineering Mechanics - Tập 74 - Trang 103545 - 2023
Mohammad Amin Hariri-Ardebili1,2, Siamak Sattar3
1University of Maryland, College Park, MD, USA
2National Institute of Standards and Technology, Gaithersburg, MD USA
3National Institute of Standards and Technology, Gaithersburg, MD, USA

Tài liệu tham khảo

Cornell, 2000 Baker, 2008, Uncertainty propagation in probabilistic seismic loss estimation, Struct. Saf., 30, 236, 10.1016/j.strusafe.2006.11.003 Baker, 2006, Spectral shape, epsilon and record selection, Earthq. Eng. Struct. Dyn., 35, 1077, 10.1002/eqe.571 Katsanos, 2010, Selection of earthquake ground motion records: A state-of-the-art review from a structural engineering perspective, Soil Dyn. Earthq. Eng., 30, 157, 10.1016/j.soildyn.2009.10.005 Fox, 2022, Exploring the site dependency of fragility functions in risk-targeted design, Earthq. Eng. Struct. Dyn. Hariri-Ardebili, 2014, Performance-based seismic assessment of steel frames using endurance time analysis, Eng. Struct., 69, 216, 10.1016/j.engstruct.2014.03.019 Estekanchi, 2020, A state-of-knowledge review on the Endurance Time Method, Structures, 27, 2288, 10.1016/j.istruc.2020.07.062 Segura Jr., 2022, Quantifying material uncertainty in seismic evaluations of reinforced concrete bridge column structures, ACI Struct. J., 119, 141 M.A. Hariri-Ardebili, G. Sevieri, C. Resta, G. Mahdavi, A. De Falco, S. Sattar, Multi-Component Ground Motion-Specific IAAs: Next-Generation of Seismic Performance Assessment (2023) (under review). Vamvatsikos, 2002, Incremental dynamic analysis, Earthq. Eng. Struct. Dyn., 31, 491, 10.1002/eqe.141 Vamvatsikos, 2004, Applied incremental dynamic analysis, Earthq. Spectra, 20, 523, 10.1193/1.1737737 Baker, 2011 Hariri-Ardebili, 2023, Uncertainty and bias in generic ground motion sets used for PBEE Kiani, 2018, On the number of required response history analyses, Bull. Earthq. Eng., 16, 5195, 10.1007/s10518-018-0381-1 Baltzopoulos, 2019, On the number of records for structural risk estimation in PBEE, Earthq. Eng. Struct. Dyn., 48, 489, 10.1002/eqe.3145 Hariri-Ardebili, 2021, Myths and realities about ETA, Ocean Eng., 221 Nozari, 2011, Optimization of endurance time acceleration functions for seismic assessment of structures, Int. J. Optim. Civ. Eng., 1, 257 Mashayekhi, 2018, Development of hysteretic energy compatible endurance time excitations and its application, Eng. Struct., 177, 753, 10.1016/j.engstruct.2018.09.089 Zhang, 2021, Generating high spectral consistent endurance time excitations by a modified time-domain spectral matching method, Soil Dyn. Earthq. Eng., 145, 10.1016/j.soildyn.2021.106708 Saouma, 2021 Krawinkler, 2003, Seismic drift and ductility demands and their dependence on ground motions, Eng. Struct., 25, 637, 10.1016/S0141-0296(02)00174-8 Stewart, 2002, Ground motion evaluation procedures for performance-based design, Soil Dyn. Earthq. Eng., 22, 765, 10.1016/S0267-7261(02)00097-0 Haselton, 2009 Yamamoto, 2013, Stochastic model for earthquake ground motion using wavelet packets, Bull. Seismol. Soc. Am., 103, 3044, 10.1785/0120120312 F. Zareian, S. Rezaeian, J. Fayaz, Progress and Challenges in Validation of Simulated Earthquake Ground Motions for Engineering Practice, in: AGU Fall Meeting Abstracts, Vol. 2020, 2020, pp. S068–08. Ozsarac, 2023, Probabilistic seismic assessment of reinforced concrete bridges using simulated records, Struct. Infrastruct. Eng., 19, 554, 10.1080/15732479.2021.1956551 Karimzadeh, 2018, Seismic damage assessment based on regional synthetic ground motion dataset: a case study for Erzincan, Turkey, Nat. Hazards, 92, 1371, 10.1007/s11069-018-3255-6 Karimzadeh, 2017, Assessment of alternative simulation techniques in nonlinear time history analyses of multi-story frame buildings: A case study, Soil Dyn. Earthq. Eng., 98, 38, 10.1016/j.soildyn.2017.04.004 Somerville, 1997 A.T. Council, Quantification of Building Seismic Performance Factors (FEMA P695, ATC-63), Technical Report, 2009. Lignos, 2008 Haselton, 2006 Lignos, 2011, Deterioration modeling of steel components in support of collapse prediction of steel moment frames under earthquake loading, J. Struct. Eng., 137, 1291, 10.1061/(ASCE)ST.1943-541X.0000376 M.A. Hariri-Ardebili, C. Segura, S. Sattar, Quantification of Modeling Uncertainty in an RC Bridge Column, Salt Lake City, Utah, USA, 2022, pp. 1–4. Hariri-Ardebili, 2016, A new class of seismic damage and performance indices for arch dams via ETA method, Eng. Struct., 110, 145, 10.1016/j.engstruct.2015.11.021 Hariri-Ardebili, 2017, Single and multi-hazard capacity functions for concrete dams, Soil Dyn. Earthq. Eng., 101, 234, 10.1016/j.soildyn.2017.07.009 Baringhaus, 2017, Cramér–von mises distance: probabilistic interpretation, confidence intervals, and neighbourhood-of-model validation, J. Nonparametr. Stat., 29, 167, 10.1080/10485252.2017.1285029 Kurama, 2003, Ground motion scaling methods for different site conditions and structure characteristics, Earthq. Eng. Struct. Dyn., 32, 2425, 10.1002/eqe.335 Basim, 2015, Application of endurance time method in performance-based optimum design of structures, Struct. Saf., 56, 52, 10.1016/j.strusafe.2015.05.005 Uribe, 2019, Effect of common US ground motion selection methods on the structural response of steel moment frame buildings, Earthq. Spectra, 35, 1611, 10.1193/122917EQS268M Azarbakht, 2007, Prediction of the median IDA curve by employing a limited number of ground motion records, Earthq. Eng. Struct. Dyn., 36, 2401, 10.1002/eqe.740 Bojórquez, 2012, Comparing vector-valued intensity measures for fragility analysis of steel frames in the case of narrow-band ground motions, Eng. Struct., 45, 472, 10.1016/j.engstruct.2012.07.002 Sattar, 2016, Seismic performance of nonductile reinforced concrete frames with Masonry Infill Walls—I: Development of a strut model enhanced by finite element models, Earthq. Spectra, 32, 795, 10.1193/90914eqs139m Choi, 2004, Seismic fragility of typical bridges in moderate seismic zones, Eng. Struct., 26, 187, 10.1016/j.engstruct.2003.09.006 Padgett, 2008, Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios, Earthq. Eng. Struct. Dyn., 37, 711, 10.1002/eqe.782 Hariri-Ardebili, 2014, Seismic stability assessment of a high-rise concrete tower utilizing endurance time analysis, Int. J. Struct. Stab. Dyn., 14, 10.1142/S0219455414500163 Zhang, 2019, Appropriate ground motion intensity measures for estimating the earthquake demand of floor acceleration-sensitive elements in super high-rise buildings, Struct. Infrastruct. Eng., 15, 467, 10.1080/15732479.2018.1544986 Vamvatsikos, 2010, Incremental dynamic analysis for estimating seismic performance sensitivity and uncertainty, Earthq. Eng. Struct. Dyn., 39, 141, 10.1002/eqe.935 Shao, 2020, A probabilistic design method to achieve targeted levels of reliability for seismically isolated structures, Earthq. Spectra, 10.1177/8755293019891728 Vamvatsikos, 2006, Direct estimation of the seismic demand and capacity of oscillators with multi-linear static pushovers through IDA, Earthq. Eng. Struct. Dyn., 35, 1097, 10.1002/eqe.573 Vamvatsikos, 2005, Direct estimation of seismic demand and capacity of multidegree-of-freedom systems through incremental dynamic analysis of single degree of freedom approximation, J. Struct. Eng., 131, 589, 10.1061/(ASCE)0733-9445(2005)131:4(589) Fragiadakis, 2010, Fast performance uncertainty estimation via pushover and approximate IDA, Earthq. Eng. Struct. Dyn., 39, 683, 10.1002/eqe.965 Park, 2017, Remarks on multi-fidelity surrogates, Struct. Multidiscip. Optim., 55, 1029, 10.1007/s00158-016-1550-y Mashayekhi, 2019, Predicting probabilistic distribution functions of response parameters using the endurance time method, Struct. Des. Tall Spec. Build., 28, 10.1002/tal.1553 Bakalis, 2019, Seismic performance evaluation of liquid storage tanks using nonlinear static procedures, J. Press. Vessel Technol., 141, 10.1115/1.4039634 Baltzopoulos, 2017, SPO2FRAG: software for seismic fragility assessment based on static pushover, Bull. Earthq. Eng., 15, 4399, 10.1007/s10518-017-0145-3 Han, 2010, Application of MPA to estimate probability of collapse of structures, Earthq. Eng. Struct. Dyn., 39, 1259, 10.1002/eqe.992