Numerical Validation of 2nd Generation Seismic Elastomeric Isolators Manufactured with Local Technology
DOI:
https://doi.org/10.70567/mc.v41i3.14Keywords:
seismic isolator, numerical model, structural response, seismic protectionAbstract
The occurrence of earthquakes in densely populated seismic zones of the world and in western Argentina, have brought to light great economic and human life losses. In order to control and minimize the damage caused by earthquakes, different seismic protection techniques based on energ y dissipation and/or seismic isolation have been developed. The research is part of a broader project that includes the design, manufacturing and mechanical and nonlinear characterization of seismic isolators, all of them manufactured with local technology. The work shows the results of the tests of different prototypes of elastomeric isolators subjected to vertical compression and horizontal cyclic loads. The results obtained are compared with those obtained through numerical analysis of finite elements. T he experimental tests allowed the validation of the proposed numerical model and also the characterization of the constitutive laws of the devices.
References
Boroschek RL. (2004). Geological Society of America, Special Papers 375. Seismic vulnerability of the healthcare system in El Salvador and recover y after the 2001 earthquakes.
https://doi.org/10.1130/0-8137-2375-2.269
Gioacchini G., Tornello M. Frau C. (2019). Quest Journal. Journal of Architecture and Civil Engineering. Design, manufacture and simulation of seismic isolation device for a lowlevel axial load. Vol. 4. Issue 1. Pp: 50-75.
Guendelman T. y Sarrazin M. (2022). Revista Chilena de Ingeniería sísmica y sismológica. Analisis Sísmico de Edificios. Vol 1. N° 2. Diciembre 2022.
Kelly, JM. (1996). 2nd ed. Springer - Verlag. London. Earthquake-Resistant Design with Rubber.
https://doi.org/10.1007/978-1-4471-0971-6
Kircher CA.(2003). ATC 29-2 Seminar on Seismic Design, Performance and Retrofit of Nonstructural Components in Critical Facilities.It makes dollars and sense to improve nonstructural system performance. Applied Technology Council, Newport Beach, CA, Proc.
Jangid RS. y Kelly JM. (2001). Base Isolation for near-fault motions. Earthquake Engineering and Structural Dynamics, 30:691-707.
https://doi.org/10.1002/eqe.31
Taghavi S. Miranda E. (2003). Pacific Earthquake Engineering Research Center, University of California, Berkeley, Response assessment of non-structural building elements. Report No. PEER-2003/05.
Downloads
Published
Issue
Section
License
Copyright (c) 2024 Argentine Association for Computational Mechanics

This work is licensed under a Creative Commons Attribution 4.0 International License.
This publication is open access diamond, with no cost to authors or readers.
Only those papers that have been accepted for publication and have been presented at the AMCA congress will be published.