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  4. A simplified and versatile element model for elastomeric seismic isolation bearings
Details

A simplified and versatile element model for elastomeric seismic isolation bearings

Journal
Earthquake Spectra
ISSN
8755-2930
1944-8201
Date Issued
2021
Author(s)
Sebastián Miranda
Facultad de Ingeniería  
Eduardo Miranda
Juan Carlos de la Llera
Type
Resource Types::text::journal::journal article
Scopus ID
2-s2.0-85112731470
WoS ID
WOS:000751508100014
DOI
10.1177/87552930211030939
URL
https://investigadores.udd.cl/handle/123456789/5163
URL Institutional Repository
https://repositorio.udd.cl/handle/11447/5229
Abstract
A novel approach for two-dimensional modeling of elastomeric bearings using three springs in parallel is presented. This simplified element model considers as follows: (1) an elastoplastic spring with a smooth transition between branches; (2) a linear elastic spring; and (3) a non-linear elastic spring, and is fully defined by only six parameters. The main advantages of the simplified model are twofold: (1) versatility, as a single model is capable of accurately reproducing the main characteristics of the hysteretic behavior of different types of rubber-based seismic isolators, including low damping rubber bearings (LDRBs), high damping rubber bearings (HDRBs), and lead-core rubber bearings (LRBs) and (2) simplicity, as it requires fewer parameters and it is easier to calibrate from experimental cyclic test results than most currently available models. Model parameters’ identification is illustrated using quasi-static cyclic and earthquake simulator tests of HDRBs and LRBs, demonstrating that the model shows a good agreement between the test-measured and model-predicted hysteretic behavior. Different objective functions are evaluated in the optimization procedure, and their effect on the identified parameters is studied and discussed. This practitioner-oriented model is particularly amenable for implementation in general-purpose structural analysis software. Its usage is strongly recommended as an initial-stage design tool to select the optimal isolation system for a specific project.
Project(s)
Simulation Based Earthquake Risk and Resilience of Interdependent Systems and Networks  
Subjects
elastomeric isolation

; 

elastomeric isolation modeling

; 

high damping rubber bearings

; 

lead-core rubber bearings

; 

non-linear time history analysis

; 

seismic isolation bearings

; 

seismic isolation modeling

; 

damping

; 

hysteresis

; 

nonmetallic bearings

; 

rubber

; 

seismology

; 

springs (components)

; 

earthquake simulator

; 

high damping rubber bearings

; 

identified parameter

; 

objective functions

; 

optimization procedures

; 

seismic isolation bearings

; 

structural analysis softwares

; 

two dimensional model

; 

accuracy assessment

; 

calibration

; 

computer simulation

; 

damping

; 

earthquake engineering

; 

hysteresis

; 

numerical model

; 

seismic design

; 

seismic isolation

; 

seismic response

; 

structural analysis

; 

two-dimensional modeling

; 

bearings (structural)
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