Resilience in buildings with seismic isolators
DOI:
https://doi.org/10.31381/perfiles_ingenieria.v17i17.4574Keywords:
Seismic isolators, efficiency, uninhabitable, resilience, seismic performance, sustainableAbstract
In recent years, the search to increase resilience in buildings has increased in order to provide greater safety and sustainability to cities. The present research used a descriptive-comparative methodology based on the collection of data from scientific articles that collect the seismic responses of conventional buildings and buildings that have isolated seismics. From this, the results obtained in the event of earthquakes and the consequences that arise from not implementing these devices were compared. Within the seismic performance analysis, the responses in acceleration and displacement of isolated and conventional buildings were evaluated and compared. It will be shown that seismic isolators reduce accelerations and displacements, due to the independence that occurs between the base and the superstructure. Finally, the results of the comparison of the seismic performance and the analysis of consequences produced by not implementing these devices are summarized. Therefore, the isolated system provides an efficiency within the seismic performance reducing or avoiding structural damage in buildings, loss of life and habitation times in the event of an earthquake, which in turn increases resilience and reduces the vulnerability of buildings.
Downloads
References
R. Asencios, “Investigaciones de las Shicras en el sitio precerámico de Cerro Lampay”, tesis de pregrado, Universidad Nacional Mayor de San Marcos, 2009 [En línea]. Disponible en: https://cybertesis.unmsm.edu.pe/handle/20.500.12672/3366[Accedido: 10-ene-2022]
C. Iwaki, A. Rubiños, y J. Vargas, “Sismo Resistencia en las Entrañas de Caral”, 2012 [En línea]. Disponible en: https://silo.tips/download/sismo-resistencia-en-las-entraas-de-caral [Accedido: 10-ene-2022]
A. Talavera, “Experiencia Nacional En Edificaciones Con Sistemas De Protección Sísmica”, en 2017 Gallegos, Casabonne, Arango y Quesada, Ingenieros civiles [En línea]. Disponible en: https://bit.ly/3HSWqRy [Accedido: 10-ene-2022]
C. Fernández Collado, P. Baptista Lucio, y R. Hernández Sampieri, Metodología de la Investigación. México D. F., México: Editorial McGraw Hill, 2014
S. Nagarajaiah, y S. Xiaohong, “Response of base-isolated Usc hospital building in Northridge earthquake”, Journal of structural engineering, vol. 126, no. 10, pp. 1177-1186, 2000. Doi: 10.1061/(ASCE)0733-9445(2000)126:10(1177)
M. Celebi, “Comparison of Northridge Earthquake Response of a Base-Isolated and a conven-tional Hospital Building”, in 1996 Eleventh World Conference on Earthquake Engineering, pp. 1-8 [En línea]. Disponible en: http://www.iitk.ac.in/nicee/wcee/article/11_25.PDF [Accedido: 10-ene-2022]
J. Norton, A. King, D. Bull, H. Chapman, G. McVerry, T. Larkin, and K. Spring, “Northridge earthquake reconnaissance report”, Bulletin of the New Zealand Society for Earthquake Engineering, vol. 27, no. 4, pp. 235-344, 1994 [En línea]. Disponible en: https://doi.org/10.5459/bnz-see.27.4.235-344 [Accedido: 10-ene-2022]
R. Boroschek, O. Moroni, M. Sarrazin, “Analysis of seismic records obtained in isolated struc-tures”, in 1998 12 World Conference on Earthquake Engineering, New Zealand, 2000, pp. 1-8 [En línea]. Disponible en: https://www.iitk.ac.in/nicee/wcee/article/1122.pdf [Accedido: 10-ene-2022]
C. Asmat, y D. Taboada, “Experiencias del comportamiento de edificios aislados al ser sometidos a terremotos severos”, AGER. Ingeniería estructural, 2015. [En línea]. Disponible en: https://bit.ly/34D5FXU[Accedido: 10-ene-2022]
R. Boroschek, R. Retamales, and A. Aguilar, “Seismic response of isolated structures subjected to Mw8.8 Chile earthquake of february 27, 2010”, in 2010 The international symposium for CISMID 25th anniversary. Paper no. M-2, pp. 1-9 [En línea]. Disponible en: https://bit.ly/3qcPhFJ [Accedido: 10-ene-2022]
R. Boroschek, P. Soto, y R. León, “Registros del terremoto del Maule Mw = 8.8”, Universidad de Chile, Facultad de Ciencias Físicas y Matemáticas, Informe RENADIC 10/05, 2010 [En línea]. Disponible en: http://www.terremotosuchile.cl/red_archivos/RENAMAULE2010R2.pdf [Accedido: 10-ene-2022][12] J. de la Llera et al., “Post- Earthquake Data Collection: The 2010 Maule Collection: The 2010 Maule Earthquake In Chile”, in 2014 Tenth U.S National Conference on Earthquake Engineering, Frontiers of Earthquake Engineering, pp. 1-72. [En línea]. Disponible en: https://bit.ly/3JQYYBw[Accedido: 10-ene-2022]
R. Saragoni, “El mega terremoto del Maule de 2010: una lección de buena ingeniería, pero con sorpresas y nuevos desafíos”, Revista Anales de la Universidad de Chile, no. 1, pp. 35-56, 2011. Doi: 10.5354/0717-8883.2011.12247
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2021 Perfiles de Ingeniería
This work is licensed under a Creative Commons Attribution 4.0 International License.
In the event that the manuscript is approved for its next publication, the authors retain the copyright and assign to the journal the right of publication, edition, reproduction, distribution, exhibition and communication in the country of origin, as well as in the abroad, through print and electronic media in different databases. Therefore, it is established that after the publication of the articles, the authors may make other types of independent or additional agreements for the non-exclusive dissemination of the version of the article published in this journal (publication in books or institutional repositories), provided that it is explicitly indicated that the work has been published for the first time in this journal.
To record this procedure, the author must complete the following forms: