Seismic Resilience Assessment of Eccentrically Braced Steel Buildings
Keywords:
Seismic resilience, Steel buildings, Residual drift, permanent driftAbstract
This paper presents the evaluation of the seismic resilience of steel buildings whose structural system is based on eccentric braces located at soft soil sites of Mexico City. Their seismic response was evaluated in terms of maximum, IDR, and permanent, RIDR, interstorey drift as well as on link plastic rotation,gp. The relationships among IDR-RIDR, IDR-gp y RIDR-gp is presented to allow estimate the likelihood of link damage as well as its corresponding method of repair. Finally, recovery functions for short links related to four repair methods and their corresponding cost is presented in this paper.
Downloads
References
American Institute of Steel Construction, Inc. (AISC), Seismic provisions for structural steel buildings. Standard ANSI/AISC 341-16. Chicago (IL, USA): AISC; 2016.
Azad SK, Topkaya C (2017), “A review of research on steel eccentrically braced frames”, Journal of Constructional Steel Research, 128: 53-73.
Corona Villar, EJ (2015), “Respuesta de los edificios de acero a base de contraventeos excéntricos ante secuencias sísmicas”, Tesis de maestría, Facultad de ingeniería, Universidad Autónoma de Sinaloa, Culiacán, Sinaloa.
Díaz Gonzáles, MA (2006), “Confiabilidad sísmica de edificios de acero diseñados con el RCDF-2004”, Tesis de maestría, Facultad de Ingeniería, Universidad Nacional Autonoma de México, D.F., México.
Gaceta (2004a), Normas Técnicas Complementarias para el Diseño y Construcción de Estructuras de Acero. Gaceta Oficial del Distrito Federal, 6 de octubre de 2004.
Gaceta (2004b), Normas Técnicas Complementarias para Diseño por Sismo, Gaceta Oficial del Gobierno del Distrito Federal, 6 de octubre de 2004.
Gaceta (2017a), Normas Técnicas Complementarias para el Diseño y Construcción de Estructuras de Acero, Gaceta Oficial del Gobierno de la Ciudad de México, 15 de diciembre de 2017.
Gaceta (2017b), Normas Técnicas Complememtarias para Diseño por Sismo, Gaceta Oficial del Gobierno de la Ciudad de México, 15 de diciembre de 2017.
García Carrera JS, Tapia Hernández E (2019), “Respuesta inelástica de marcos dúctiles con contraventeo excéntrico”, Ingeniería Sísmica; 100: 51-70.
Gulec CK, Gibbons B, Chen A, Whittaker AS (2011), “Damage states and fragility functions for link beams in eccentrically braced frames”, Journal of Constructional Steel Research; 67:1299-1309.
Gupta A y Krawinkler H (1999), “Seismic Demands for Performance Evaluation of Steel Moment Resisting Frame Structures”, Technical Report 132, The John A. Blume Earthquake Engineering Research Center, Department of Civil Engineering, Stanford University, Stanford, CA.
Krawinkler H (1978), “Shear in beam Shear in beam-column joints in seismic design of steel frames”, Engineering Journal (AISC); 15: 82-91.
McCormick J, Aburano H, Ikenaga M, Nakashima, M. (2008), “Permissible residual deformation levels for building structures considering both safety and human elements”, Memorias de la 14a. Conferencia Mundial de Ingeniería Sismica, Beijing, China, Paper No. 05-06-0071, 2008.
OpenSees (2020), Open System for Earthquake Engineering Simulation - Home Page. Obtenido de http://opensees.berkeley.edu/[última consulta: 12/10/2020]
Prinz,GS (2010), Using Buckling-Restrained Braces in Eccentric Configurations, PhD. Dissertation, Brigham Young University, Utah.
Ramadan T, Ghobarah A (1995), “Analytical model for shear-link behavior”, Journal of Structural Engineering ASCE,; 121: 1574-1580.
Red Acelerográfica de la Ciudad de México (RACM), http://www.cires.org.mx/racm_mapa/index.php [última consulta: 12/10/2020]
Richards, PW (2004), Cyclic stability and capacity design of steel eccentrically braced frames, Ph.D. dissertation, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA.
Ruiz-García J, Bojórquez E, Corona E (2018), “Seismic behavior of steel eccentrically braced frames under soft-soil seismic sequences”, Soil Dynamics and Earthquake Engineering, 115: 119-128.
SSN (2017), Reporte Especial: Sismo del día 19 de septiembre de 2017, Puebla-Morelos (M 7.1), Servicio Sismológico Nacional, Universidad Nacional Autónoma de México (UNAM), http://www.ssn.unam.mx/sismicidad/reportes-especiales/2017/SSNMX_rep_esp_20170919_Puebla-Morelos_M71.pdf
Tapia Hernández E, Tena Colunga A (2011), “Factores de ductilidad y sobrerresistencia en marcos de acero con contraventeo chevron”, Ingeniería Sísmica, 84: 47-68.
Tapia Hernández E, García Carrera, JS (2020), “Comportamiento de estructuras de acero durante los sismos de septiembre de 2017”, Ingeniería Sísmica, 101: 36-52.
Vamvatsikos D, Cornell CA (2002), “Incremental dynamic analysis”, Earthquake Engineering and Structural
Dynamics, 31(3): 491-514.
Downloads
Published
Versions
- 2025-06-30 (2)
- 2025-08-25 (1)
Issue
Section
License
Copyright (c) 2025 Revista Ingeniería y Tecnología UAS
This work is licensed under a Creative Commons Attribution-NoDerivatives 4.0 International License.
