none 10.1177/8755293019878186 Wiley Wiley (John Wiley & Sons) 311 112943586 5867 2026012504014300292 10.1002 2026-01-25T13:11:34Z 2020-01-13T04:43:30Z 35 Earthquake Spectra Earthquake Spectra 8755-2930 1944-8201 02 2020 36 1 Edgar Tapia‐Hernández Universidad Autónoma Metropolitana México City Mexico J. Salvador García‐Carrera Instituto Nacional de Electricidad y Energías Limpias (INEEL) Cuernavaca México During the 19 September 2017 earthquake, steel buildings in the States of Morelos, Puebla, Mexico, and Mexico City were subjected to severe ground shaking. Despite in some cases, moderate damages in non‐structural elements were developed; generally, null or minor structural damage was reported. The notable exceptions are (1) a three‐stories building located at the southern area of Mexico City and (2) some schools near to the epicentral region in the State of Morelos. The behavior of these buildings is analyzed in detail. Conclusions are drawn on the demands imposed on steel structures considering the actual demands in order to underline the relevance of the normative design procedures. 02 2020 02 2020 250 270 10.1177/8755293019878186 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 https://journals.sagepub.com/page/policies/text-and-data-mining-license 10.1177/8755293019878186 https://onlinelibrary.wiley.com/doi/10.1177/8755293019878186 http://sage.cnpereading.com/paragraph/article/?doi=10.1177/8755293019878186 https://onlinelibrary.wiley.com/doi/pdf/10.1177/8755293019878186 https://onlinelibrary.wiley.com/doi/pdf/10.1177/8755293019878186 https://onlinelibrary.wiley.com/doi/full-xml/10.1177/8755293019878186 https://pubs.geoscienceworld.org/earthquake-spectra/article/36/1/250/584708/damage-assessment-and-seismic-behavior-of-steel Seismic Provisions for Structural Steel Buildings AISC341‐16 2016 Minimum Design Loads for Buildings and Other Structures ASCE 7‐16 2016 BashaHS GoelSC(1996) Seismic resistant truss moment frames with ductile Vierendeel segment. In:Proceedings of the world 11 conference on earthquake engineering Acapulco Mexico 23‐28 June. Bibiano‐Ramírez MairaF(2018)Evaluation of the seismic response of a steel building. Bachelor Thesis Universidad Autónoma Metropolitana Azcapotzalco (in Spanish). 10.62913/engj.v45i2.933 ChaoSH GoelSC(2008) Performance‐based plastic design of special truss moment frames.Engineering Journal Second Quarter45:127–150. Recommendations for the Seismic Design of High‐Rise Buildings, Council on Tall Buildings and Urban Habitat CTBUH 2008 Description of geometric nonlinearity for beam‐column analysis in OpenSees. Report No. NEU‐CEE‐2013‐02, 25 September Denavit DM 2013 Preliminary statistics of collapsed buildings in Mexico City in the September 19, 2017 Puebla‐Morelos earthquake Galvis F 2017 García‐CarreraJS(2015)Inelastic response of regular buildings structured with ductile eccentrically braced frames. Master Thesis Universidad Autónoma Metropolitana Azcapotzalco (in Spanish). 10.1061/(ASCE)0733-9445(1994)120:6(1781) Vigésima Época. No. 211 Bis, December GSRCB 2017 10.1002/eqe.2202 10.1193/1.1585522 Research Report no. UMCE 91‐21 Itani A 1991 Inelastic cyclic behavior of bracing members and seismic response of braced frames of different proportions (Report no. UMEE78R3) Jain AK 1978 10.1007/s13296-014-2013-1 Report NEES grid‐TR 2004‐21, 18 July Mazzoni SF 2006 Reglamento de Construcciones para la Ciudad de México MCBC‐17 2017 10.1193/1.1585508 List of Damaged Structures and Maps in Mexico City (Post: Puebla, Mexico Earthquake Clearinghouse. M7.1 September 19, 2017, 18:14:39 UTC) Nucatola J 2017 10.1193/1.1585511 10.1193/1.1585523 10.1193/1.1585496 10.1193/110612EQS324M Pacific Earthquake Engineering Center. Report No. 2017/06. Version 2.03, May Tall Buildings Initiative (TBI) 2017 10.1193/032012EQS100M Revista de Ingeniería Sísmica Tapia‐Hernández E 49 94 2016 Parametric study of the inelastic modeling of steel brace elements 10.1080/15732479.2016.1190765 10.1193/1.3543854 Report of Pacific Earthquake Engineering Research Center, PEER 2008/08, November Uriz P 2008 10.1061/(ASCE)0733-9445(2008)134:4(619)