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Development of rectangular vibration isolators with double core systems for structures

Altalabani, Diyar; Hejazi, Farzad

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Authors

Diyar Altalabani

Farzad Hejazi



Abstract

One of the best techniques for isolating structures from the ground is the seismic isolation technique. Nowadays, square and circular base isolators are the most frequently employed shapes. Nevertheless, these configurations are not applicable for the wall-like structures; since the applied loads are not distributed in a way that provides a uniform support condition along the shear walls. To address this issue, attempts were made to develop novel rectangular isolators with lead/rubber cores. A total of five large-scale rectangular isolators were experimentally tested and subsequently subjected to finite element analysis. A rectangular seismic isolator having double lead cores was proposed to improve its effectiveness. Exposure to lead-containing materials has been shown to have poisonous effects on both the human health and environment. To avoid this, an isolator having double rubber cores was developed. Moreover, the rubber cores are wrapped with one layer of CFRP sheet and stainless steel tube to enhance the damping ratio of the rectangular isolators. Thereafter, the novel isolators were implemented in a 10-storey tunnel-form building using nonlinear dynamic analyses. The seismic performance of the buildings was then studied by conducting Incremental Dynamic Analyses. The experimental outcomes demonstrated that confining the rubber cores by stainless steel tube and CFRP sheet increased the energy absorption along the length of the isolators by 15 and 7%, respectively. Moreover, the damping ratios of the rectangular isolator with double lead cores have also increased by 36 and 47% along its length and width, respectively.

Citation

Altalabani, D., & Hejazi, F. (2023). Development of rectangular vibration isolators with double core systems for structures. International Journal of Civil Engineering, 21, 763–787. https://doi.org/10.1007/s40999-022-00801-5

Journal Article Type Article
Acceptance Date Dec 28, 2022
Online Publication Date Jan 18, 2023
Publication Date May 1, 2023
Deposit Date Jan 24, 2023
Publicly Available Date Jan 24, 2023
Journal International Journal of Civil Engineering
Print ISSN 1735-0522
Electronic ISSN 2383-3874
Publisher Springer
Peer Reviewed Peer Reviewed
Volume 21
Pages 763–787
DOI https://doi.org/10.1007/s40999-022-00801-5
Keywords Civil Engineering; Structural Engineering; Rectangular seismic isolators; CFRP sheets; Stainless steel tube; Lead/Rubber cores; Finite element analysis; Incremental dynamic analysis
Public URL https://uwe-repository.worktribe.com/output/10381292
Publisher URL https://link.springer.com/article/10.1007/s40999-022-00801-5

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