Assessment of the Mechanical Properties of Low-Cost Seismic Isolators Exposed to Environmental Conditions

In Colombia, low-cost unbonded fiber-reinforced elastomeric isolators made from natural rubber (UN-FREI) and recycled rubber (UR-FREI) have emerged as a solution to mitigate damage in low-rise structures during earthquakes. However, their performance under environmental degradation caused by factors such as carbon dioxide, saltwater, relative humidity, and UV radiation has not been sufficiently studied. These agents can compromise the mechanical properties of rubber, affecting its ability to dissipate energy. This study evaluates the performance of these isolators under different environmental conditions through the initial characterization of rubber, mechanical testing of small-scale prototypes exposed to controlled environments, and seismic analysis of an isolated structure. Modification factors (λ(ae,max) and λ(ae,min)) were determined to quantify the impact of degradation on structural behavior. The results indicate that UN-FREI specimens are more sensitive to environmental conditions than UR-FREI specimens, whereas the mechanical properties of UN-FREI small-scale prototypes remain more stable compared to those of UR-FREI. This leads to increased drift, base shear, and demand-to-capacity ratios (DCRs) in the structural analysis. The findings emphasize the need for experimental testing of isolators to establish modification factors that accurately reflect the effects of environmental conditions on structures throughout their service life.

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Publication Details

Journal
Applied Sciences
Published
2025-03-21
DOI
https://doi.org/10.3390/app15073467
Citations
4
Primary Topic
Structural Engineering and Vibration Analysis
Type
article
Field-Weighted Citation Impact
3.81
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article

Assessment of the Mechanical Properties of Low-Cost Seismic Isolators Exposed to Environmental Conditions

Manuel Salmerón, Shirley J. Dyke, Mirian Velay-Lizancos, Marina Lopez-Arias et al.
4 citations
Applied Sciences
Structural Engineering and Vibration Analysis
3.81
article

Assessment of the Mechanical Properties of Low-Cost Seismic Isolators Exposed to Environmental Conditions

Manuel Salmerón, Shirley J. Dyke, Mirian Velay-Lizancos, Marina Lopez-Arias, Ingrid E. Madera-Sierra, Orlando Cundumí Sánchez, Edwin Patino, Manuel Alejandro Rojas Manzano, Erika D. Lemos-Micolta, Isabel C. Velasco-Cuervo
article en
4 citations

Abstract

In Colombia, low-cost unbonded fiber-reinforced elastomeric isolators made from natural rubber (UN-FREI) and recycled rubber (UR-FREI) have emerged as a solution to mitigate damage in low-rise structures during earthquakes. However, their performance under environmental degradation caused by factors such as carbon dioxide, saltwater, relative humidity, and UV radiation has not been sufficiently studied. These agents can compromise the mechanical properties of rubber, affecting its ability to dissipate energy. This study evaluates the performance of these isolators under different environmental conditions through the initial characterization of rubber, mechanical testing of small-scale prototypes exposed to controlled environments, and seismic analysis of an isolated structure. Modification factors (λ(ae,max) and λ(ae,min)) were determined to quantify the impact of degradation on structural behavior. The results indicate that UN-FREI specimens are more sensitive to environmental conditions than UR-FREI specimens, whereas the mechanical properties of UN-FREI small-scale prototypes remain more stable compared to those of UR-FREI. This leads to increased drift, base shear, and demand-to-capacity ratios (DCRs) in the structural analysis. The findings emphasize the need for experimental testing of isolators to establish modification factors that accurately reflect the effects of environmental conditions on structures throughout their service life.

Applied SciencesVol. 15(7)
Purdue University West Lafayette (US), Pontificia Universidad Javeriana (CO), Universidad del Valle (CO)
Openalex Percentile: Top 8%
Structural Engineering and Vibration Analysis
3.81
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