Experimental study on shear and damping properties of rubber materials for seismic isolation device

Autores/as

  • Diego Alejandro Velásquez Acevedo Centro Peruano-Japonés de Investigaciones Sísmicas y Mitigación de Desastres, Universidad Nacional de Ingeniería, Lima, Perú https://orcid.org/0000-0003-1713-303X
  • Roy Reyna Centro Peruano Japonés de Investigaciones Sísmicas y Mitigación de Desastres, Universidad Nacional de Ingeniería, Lima, Perú
  • Luis Nuñez Centro Peruano Japonés de Investigaciones Sísmicas y Mitigación de Desastres, Universidad Nacional de Ingeniería, Lima, Perú

DOI:

https://doi.org/10.21754/tecnia.v35i2.2504

Palabras clave:

Elastomeric isolator, Shear properties, Neoprene, Natural rubber, Recycled rubber

Resumen

In recent decades, seismic elastomeric isolation systems have become an effective solution to mitigate seismic hazard in civil structures. The elastomeric component resists shear forces at the base of the superstructure by decoupling it from ground motion during an earthquake. Thus, the shear modulus is a critical parameter for ensuring the seismic performance of the isolation system. This research presents an experimental study of shear properties of three types of rubber: natural rubber, recycled rubber, and neoprene to determine their feasibility as elastomeric materials in seismic isolation systems. To achieve this, nine tests (three for each type of rubber) were carried out following the ASTM D4014 standard to estimate their shear modulus at twenty-five percent shear strain. Moreover, the deterioration and hardening of each rubber material were investigated under large deformation cycles. Consequently, a correlation equation between strain and shear modulus for each rubber material was proposed. The results showed neoprene shear modulus exhibit better performance compared to natural and recycled rubber.

Descargas

Los datos de descargas todavía no están disponibles.

Citas

[1] M. Higashino, and S. Okamoto, Response control and seismic isolation of buildings, London and New York: Taylor&Francis, 2006.

[2] F. Naeim and J. Kelly, Design of Seismic Isolated Structures. Editorial Springer. Press: USA, 1997.

[3] Ministerio de Vivienda, Construcción y Saneamiento. RM-355-2018-Vivienda Norma Técnica E.030 Diseño Sismorresistente. [Online]. Available: https://www.gob.pe/institucion/sencico/informes-publicaciones/887225-normas-del-reglamento-nacional-de-edificaciones-rne

[4] Ministerio de Vivienda, Construcción y Saneamiento. RM-030-2019-Vivienda Norma Técnica E.031 Aislamiento Sísmico. [Online]. Available: https://www.gob.pe/institucion/sencico/informes-publicaciones/887225-normas-del-reglamento-nacional-de-edificaciones-rne

[5] Q. R. Yang, W. G. Liu, W. F. He, and D. M. Feng, Tensile Stiffness and Deformation Model of Rubber Isolators in Tension and Tension-Shear States, Engineering Mechanics, vol. 136, no. 4, pp. 429-437, 2010, doi: 10.1061/(ASCE)EM.1943-7889.0000007

[6] W. G. Liu, W. F. He, D. M. Feng, and Q. R. Yang, Vertical Stiffness and Deformation Analysis Models of Rubber Isolators in Compression and Compression-Shear States, Engineering Mechanics, vol. 135, no. 9, pp. 945-952, 2009, doi: 10.1061/(ASCE)EM.1943-7889.0000010

[7] T. Nishi, S. Suzuki, M. Aoki, T. Sawada, and S. Fukuda, International investigation of shear displacement capacity of various elastomeric seismic-protection isolators for buildings, Journal of Rubber Research, vol. 22, pp. 33–41, 2019, doi: 10.1007/s42464-019-00006-x

[8] R. Reyna, Shear Modulus on Natural Rubber Samples under ASTM D4014, Japan-Peru Center for Earthquake Engineering Research and Disaster Mitigation (CISMID), Technical Report, 2011.

[9] N. Murota, and T. Mori, An Experimental Study on Scale Effect in Dynamic Shear Properties of High-Damping Rubber Bearings, Frontiers in Built Environment, vol. 6, 2020, doi: 10.3389/fbuil.2020.00037

[10] N. Azar, K. Naghshineh, and M. Sen, Preparation and characterization of natural rubber–based new elastomers for high-damping base isolation systems, Journal of Elastomers & Plastics, vol. 54, no. 6, pp. 959–974, 2022, doi: 10.1177/00952443221075505.

[11] E. Tubaldi, L. Ragni, A. Dall’Asta. H. Ahmadi, and A. Muhr, Stress softening behavior of HDNR bearings: modelling and influence on the seismic response of isolated structures, Earthquake Engineering & Structural Dynamics, vol. 46, no. 12, pp. 2033–2054, 2017, doi: 10.1002/eqe.2897

[12] A. Muñoz, R. Reyna, and M. Diaz, Applicability study of a low-cost seismic isolator prototype using recycled rubber, TECNIA, vol. 29, no. 2, pp. 65-73, 2019, doi: 10.21754/tecnia.v29i2.706

[13] R. Reyna, D. Velasquez, J. Chavez, and C. Zavala, Experimental Study of Low-Cost Base Isolation prototype (ABC) with enhanced energy dissipation, in Proc. 18th World Conference on Earthquake Engineering, Milan, 2024.

[14] D. Velasquez, Estudio experimental de un prototipo de aislamiento sísmico de bajo costo y bajo amortiguamiento usando diferentes tipos de material elastómero, Undergradute Thesis, Faculty of Civil Engineering, National University of Engineering, Lima, 2024.

[15] A. Pelaez, J. Gabriel, R. Velasquez, S. Milena, G. Vasquez, and D. Hernán, Aplicaciones de Caucho Reciclado: Una Revisión de la Literatura, Cienc. Ing. Neogranad, vol.27, no. 2, pp.27-50, 2017, doi: 10.18359/rcin.2143

[16] A. Calabrese, M. Spizzuoco, G. Serino, G. Della, and G. Maddaloni, Shaking table investigation of a novel, low-cost, base isolation technology using recycled rubber, Structural Control and Health Monitoring, vol. 22, no. 1, pp. 107–122, 2015, doi: 10.1002/stc.1663

[17] American Society for Testing and Materials ASTM D4014-03 2018 Standard Specification for Plain and Steel-Laminated Elastomeric Bearing for Bridges Annual Book of American Society for Testing and Materials Standars. Press: USA pp 4-6.

Descargas

Publicado

2025-12-30

Cómo citar

[1]
D. A. Velásquez Acevedo, R. Reyna, y L. Nuñez, «Experimental study on shear and damping properties of rubber materials for seismic isolation device», TECNIA, vol. 35, n.º 2, pp. 32–40, dic. 2025.

Número

Sección

Ingeniería Civil, Geotecnia y/o Sismoresistente

Artículos similares

<< < 2 3 4 5 6 7 8 9 10 > >> 

También puede Iniciar una búsqueda de similitud avanzada para este artículo.