RESPONSE TO Discussion by J. Ruiz-García and E. Miranda on “Post-earthquake fast damage assessment using residual displacement and seismic energy: Application to Mexico City”

Bojórquez E Ruiz-García J (2013) Residual drift demands in moment-resisting steel frames subjected to narrow-band earthquake ground motions. Earthquake Engineering and Structural Dynamics 42: 1583–1598.

Bojórquez E Ruiz SE Terán-Gilmore A (2008) Reliability-based evaluation of steel structures using energy concepts. Engineering Structures 30(6): 1745–1759.

Bravo-Haro MA Elghazouli AY (2018) Permanent seismic drifts in steel moment frames. Journal of Constructional Steel Research 148: 589–610.

Christopoulos C Pampanin S Nigel Priestley MJ (2003) Performance-based seismic response of frame structures including residual deformations. Part I: Single-degree of freedom systems. Journal of Earthquake Engineering 7: 97–118.

Christidis AA Dimitroudi EG Hatzigeorgiou GD Beskos DE (2013) Maximum seismic displacements evaluation of steel frames from their post-earthquake residual deformation. Bulletin of Earthquake Engineering 11: 2233–2248

FEMA (2012) Seismic performance assessment of buildings, Vol. 1—Methodology. Report FEMA P-58-1, prepared by Applied Technology Council.

Guerrero H Ruiz-García J Ji T (2017) Residual displacement demands of conventional and dual oscillators subjected to earthquake ground motions characteristic of the soft soils of Mexico City. Soil Dynamics and Earthquake Engineering 98: 206–221.

Hatzigeorgiou GD Papagiannopoulos GA Beskos DE (2011) Evaluation of maximum seismic displacements of SDOF systems from their residual deformation. Engineering Structures 33: 3422–3431.

Ji D Wen W Zhai C Katsanos EI (2018) Residual displacement ratios of SDOF systems subjected to ground motions recorded on soft soils. Soil Dynamics and Earthquake Engineering 115: 331–335. Elsevier Ltd. DOI: 10.1016/j.soildyn.2018.09.001.

Liossatou E Fardis MN (2015) Residual displacements of RC structures as SDOF systems. Earthquake Engineering and Structural Dynamics 44: 713–734.

Macrae GA Kawashima K (1997) Post-earthquake residual displacements of bilinear oscillators. Earthquake Engineering and Structural Dynamics 26: 701–716.

Mahin SA Bertero VV (1981) An evaluation of inelastic seismic design spectra. Journal of Structural Engineering (ASCE) 107 (ST9), 1777–1795.

Quinde P Terán-Gilmore A Reinoso E (2019) Cumulative structural damage due to low cycle fatigue: An energy-based approximation. Journal of Earthquake Engineering. Epub ahead of print 21 November. DOI: 10.1080/13632469.2019.1692736.

Quinde P Terán-Gilmore A Reinoso E (2020) Residual displacement estimation for soft soils: Application to Mexico city lake-bed. Soil Dynamics and Earthquake Engineering 130: 105970.

Quinde P Terán-Gilmore A Reinoso E (2021) Post-earthquake fast damage assessment using residual displacement and seismic energy: Application to Mexico City. Earthquake Spectra 37(4): 2795–2812. DOI: 10.1177/87552930211021872

Ramirez CM Miranda E (2012) Significance of residual drifts in building earthquake loss estimation. Earthquake Engineering and Structural Dynamics 41: 1477–1493.

Reinoso E Quinde P Buendía L Ramos S (2021) Intensity and damage statistics of the September 19, 2017 Mexico earthquake: influence of soft story and corner asymmetry on the damage reported during the earthquake. Earthquake Spectra. DOI: 10.1177/8755293020981981

Riddell R Newmark NM (1979) Statistical analysis of the response of nonlinear systems subjected to earthquakes. Research Report 468, Un. of Illinois at Urbana-Champaign, Urbana, ILL, pp. 291.

Ruiz-García J Aguilar JD (2015) Aftershock seismic assessment taking into account postmainshock residual drifts. Earthquake Engineering and Structural Dynamics 44: 1391–1407.

Ruiz-García J Cárdenas Y (2021) Seismic performance assessment of weak first-storey RC buildings designed with old and new seismic provisions for Mexico City. Engineering Structures 232: 111803.

Ruiz-García J Guerrero H (2017) Estimation of residual displacement ratios for simple structures built on soft-soil sites. Soil Dynamics and Earthquake Engineering 100: 555–558.

Ruiz-García J Guerrero H (2019) Prediction of residual displacement ratios for simple structures built on soft-soil sites of Mexico City. Soil Dynamics and Earthquake Engineering 126: 105809.

Ruiz-García J Miranda E (2004) Inelastic displacement ratios for design of structures on soft soils sites. Journal of Structural Engineering 130: 1475–1486.

Ruiz-García J Miranda E (2005) Performance-based assessment of existing structures accounting for residual displacements. PhD Thesis, Stanford University, Stanford, CA.

Ruiz-García J Miranda E (2006a) Residual displacement ratios for assessment of existing structures. Earthquake Engineering and Structural Dynamics 35: 315–336.

Ruiz-García J Miranda E (2006b) Evaluation of residual drift demands in regular multi-storey frames for performance-based seismic assessment. Earthquake Engineering and Structural Dynamics 35: 1609–1629.

Ruiz-García J Miranda E (2006c) Inelastic displacement ratios for evaluation of structures built on soft soil sites. Earthquake Engineering and Structural Dynamics 35: 679–694.

Ruiz-García J Miranda E (2007) Probabilistic estimation of maximum inelastic displacement demands for performance-based design. Earthquake Engineering and Structural Dynamics 36: 1235–1254.

Ruiz-García J Ramos-Cruz JM (2020) Assessment of permanent drift demands in steel moment-resisting steel buildings due to recorded near-fault forward directivity earthquake ground motions and velocity pulse models. Structures 27: 1260–1273.

Terán-Gilmore A Jirsa JO (2005) A damage model for practical seismic design that accounts for low cycle fatigue. Earthquake Spectra 21(3): 803–832.

Yazgan U Dazio A (2011) The use of post-earthquake residual displacements as a performance indicator in seismic assessment. Georisk 5: 59–76.