Evaluación de las diferentes configuraciones de amortiguadores de fluido viscoso lineal en el comportamiento sísmico para el valle de méxico
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oct 30, 2024
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https://doi.org/10.36677/rici.v2i3.24408
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Francisco Bañuelos-García
http://orcid.org/0000-0002-8231-6599
Juan Jesus Gutiérrez-Trejo
http://orcid.org/0000-0002-9432-6217
Jaime De La Colina
http://orcid.org/0000-0002-1588-3550
http://orcid.org/0000-0002-8231-6599
Juan Jesus Gutiérrez-Trejo
http://orcid.org/0000-0002-9432-6217
Jaime De La Colina
http://orcid.org/0000-0002-1588-3550
Resumen
Este artículo presenta una evaluación del desempeño para distintas configuraciones y distribuciones de amortiguadores de fluido viscoso lineal para una estructura de acero de 9 niveles. El diseño de los amortiguadores se realizó mediante los manuales técnicos más utilizados para este tipo de dispositivos. El desempeño del modelo considerado se determinó a través de un análisis dinámico no lineal paso a paso. como demanda sísmica se utiliza la componente EW del registro SCT del temblor de Michoacán de 1985. De los resultados obtenidos se presentan conclusiones para el diseño de amortiguadores de fluido viscoso.
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BAÑUELOS-GARCÍA, Francisco; GUTIÉRREZ-TREJO, Juan Jesus; DE LA COLINA, Jaime.
Evaluación de las diferentes configuraciones de amortiguadores de fluido viscoso lineal en el comportamiento sísmico para el valle de méxico.
Ideas en Ciencias de la Ingeniería, [S.l.], v. 2, n. 3, p. 78-88, oct. 2024.
ISSN 2992-7447.
Disponible en: <https://ideasencienciasingenieria.uaemex.mx/article/view/24408>. Fecha de acceso: 26 ago. 2026
doi: https://doi.org/10.36677/rici.v2i3.24408.
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Esta obra está bajo licencia internacional Creative Commons Reconocimiento-NoComercial-SinObrasDerivadas 4.0.
Citas
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[26] G. M. Del Gobbo, A. Blakeborough, and M. S. Williams, ‘Improving total-building seismic performance using linear fluid viscous dampers’, Bull Earthquake Eng, vol. 16, no. 9, pp. 4249–4272, Sep. 2018, doi: 10.1007/s10518-018-0338-4.
[27] M. S. Sebaq, Y. Xiao, and G. Song, ‘Damage indices of steel moment-resisting frames equipped with fluid viscous dampers’, Journal of Asian Architecture and Building Engineering, pp. 1–20, Mar. 2023, doi: 10.1080/13467581.2023.2182645.
[2] A. M. Reinhorn, C. Li, and M. C. Constantinou, ‘Experimental & Analytical Investigation of Seismic Retrofit of Structures with Supplemental Damping, Part 1: Fluid Viscous Damping Devices’, National Center for earthquake engineering research, Buffalo, NY, 1995.
[3] D. Lee and D. P. Taylor, ‘Viscous damper development and future trends’, Struct. Design Tall Build., vol. 10, no. 5, pp. 311–320, Dec. 2001, doi: 10.1002/tal.188.
[4] J.-S. Hwang, Y.-N. Huang, and Y.-H. Hung, ‘Analytical and Experimental Study of Toggle-Brace-Damper Systems’, J. Struct. Eng., vol. 131, no. 7, pp. 1035–1043, Jul. 2005, doi: 10.1061/(ASCE)0733-9445(2005)131:7(1035).
[5] K.-C. Chang, Y.-Y. Lin, and C.-Y. Chen, ‘Shaking Table Study on Displacement-Based Design for Seismic Retrofit of Existing Buildings Using Nonlinear Viscous Dampers’, J. Struct. Eng., vol. 134, no. 4, pp. 671–681, Apr. 2008, doi: 10.1061/(ASCE)0733-9445(2008)134:4(671).
[6] B. Dong, R. Sause, and J. M. Ricles, ‘Seismic Response and Damage of Reduced-Strength Steel MRF Structures with Nonlinear Viscous Dampers’, J. Struct. Eng., vol. 144, no. 12, p. 04018221, Dec. 2018, doi: 10.1061/(ASCE)ST.1943-541X.0002226.
[7] E. Polat and M. C. Constantinou, ‘Open-Space Damping System Description, Theory, and Verification’, J. Struct. Eng., vol. 143, no. 4, p. 04016201, Apr. 2017, doi: 10.1061/(ASCE)ST.1943-541X.0001698.
[8] M. Palermo and S. Silvestri, ‘Damping reduction factors for adjacent buildings connected by fluid-viscous dampers’, Soil Dynamics and Earthquake Engineering, vol. 138, p. 106323, Nov. 2020, doi: 10.1016/j.soildyn.2020.106323.
[9] M. A. Santos-Santiago, S. E. Ruiz, and F. Valenzuela-Beltrán, ‘Influence of Higher Modes of Vibration on the Seismic Response of Buildings with Linear and Nonlinear Viscous Dampers’, Journal of Earthquake Engineering, vol. 26, no. 8, pp. 3914–3937, Jun. 2022, doi: 10.1080/13632469.2020.1822223.
[10] A. Rodríguez Castellanos, M. P. Niño Lazaro, S. E. Ruiz Gómez, and M. A. Santos Santiago, ‘DISEÑO SÍSMICO SUSTENTABLE DE ESTRUCTURAS EQUIPADAS CON DISIPADORES VISCOSOS’, RIS, no. 112, pp. 72–100, Jun. 2024, doi: 10.18867/ris.112.638.
[11] T. Castillo and S. E. Ruiz, ‘Reduction Factors for Seismic Design Spectra for Structures with Viscous Energy Dampers’, Journal of Earthquake Engineering, vol. 18, no. 3, pp. 323–349, Apr. 2014, doi: 10.1080/13632469.2013.860932.
[12] Z. Liang and G. C. Lee, ‘Damping of Structures - Part 1: Theory of Complex Damping’, University at Buffalo, State University, Buffalo, New York, USA, Technical Report NCEER-91-0004, 1991.
[13] T. T. Soong and M. Grigoriu, Random Vibration of Mechanical and Structural Systems. Englewood Cliffs, New Jersey, USA: Prentice Hall, 1992.
[14] T. T. Soong and M. C. Constantinou, Eds., Passive and Active Structural Vibration Control in Civil Engineering, vol. 345. in CISM International Centre for Mechanical Sciences, vol. 345. Vienna: Springer Vienna, 1994. doi: 10.1007/978-3-7091-3012-4.
[15] M. C. Constantinou and M. D. Symans, ‘Experimental and analytical investigation of seismic response of structure with supplemental fluid viscous dampers’, National Center for Earthquake Engineering Research, State University of New York at Buffalo, New York, NCEER-92-0032, 1992.
[16] FEMA-356, Prestandard and commentary for the seismic rehabilitation of buildings. Washington, DC., 2000.
[17] FEMA P-1050-1, NEHRP Recommended Seismic Provisions for New Buildings and Other Structures. Federal Emergency Management Agency, 2015.
[18] ASCE, Minimum design loads and associate criteria for buildings and other structures, 7th ed. Reston, VA: ASCE/SEI 7-16., 2021. Accessed: Sep. 13, 2022. [Online]. Available: https://ascelibrary.org/doi/book/10.1061/9780784415788
[19] L. Landi, F. Conti, and P. P. Diotallevi, ‘Effectiveness of different distributions of viscous damping coefficients for the seismic retrofit of regular and irregular RC frames’, Engineering Structures, vol. 100, pp. 79–93, Oct. 2015, doi: 10.1016/j.engstruct.2015.05.031.
[20] R. Siami Kaleybar and P. Tehrani, ‘Effects of using different arrangements and types of viscous dampers on seismic performance of intermediate steel moment frames in comparison with different passive dampers’, Structures, vol. 33, pp. 3382–3396, Oct. 2021, doi: 10.1016/j.istruc.2021.06.079.
[21] N. Makris and M. C. Constantinou, ‘Fractional‐Derivative Maxwell Model for Viscous Dampers’, J. Struct. Eng., vol. 117, no. 9, pp. 2708–2724, Sep. 1991, doi: 10.1061/(ASCE)0733-9445(1991)117:9(2708).
[22] Ch. B. V. Hareen and S. C. Mohan, ‘Energy-based seismic retrofit and design of building frames with passive dampers’, Engineering Structures, vol. 250, p. 113412, Jan. 2022, doi: 10.1016/j.engstruct.2021.113412.
[23] C. Chintanapakdee and A. K. Chopra, ‘Seismic Response of Vertically Irregular Frames: Response History and Modal Pushover Analyses’, J. Struct. Eng., vol. 130, no. 8, pp. 1177–1185, Aug. 2004, doi: 10.1061/(ASCE)0733-9445(2004)130:8(1177).
[24] M. De Stefano and B. Pintucchi, ‘A review of research on seismic behaviour of irregular building structures since 2002’, Bull Earthquake Eng, vol. 6, no. 2, pp. 285–308, May 2008, doi: 10.1007/s10518-007-9052-3.
[25] S. Mazzoni, F. McKenna, M. H. Scott, and G. L. Fenves, ‘Open system for earthquake engineering simulation Version 2.4.5 [Software]’, Pacific Earthquake Engineering Research Center., Berkeley, CA, Manual, 2018.
[26] G. M. Del Gobbo, A. Blakeborough, and M. S. Williams, ‘Improving total-building seismic performance using linear fluid viscous dampers’, Bull Earthquake Eng, vol. 16, no. 9, pp. 4249–4272, Sep. 2018, doi: 10.1007/s10518-018-0338-4.
[27] M. S. Sebaq, Y. Xiao, and G. Song, ‘Damage indices of steel moment-resisting frames equipped with fluid viscous dampers’, Journal of Asian Architecture and Building Engineering, pp. 1–20, Mar. 2023, doi: 10.1080/13467581.2023.2182645.