Multi-Objective Optimization of Three Different SMA-LRBs for Seismic Protection of a Benchmark Highway Bridge against Real and Synthetic Ground Motions

Many researchers have taken advantage of adding shape memory alloy (SMA) wires to base isolators to control displacements and residual deformations. In the literature, different arrangements of SMA wires wrapped around the rubber bearings can be found, as examples, straight, cross and double-cross a...

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Main Authors: Reyhaneh Hosseini, Maria Rashidi, Borko Đ. Bulajić, Kamyar Karbasi Arani
Format: Article
Language:English
Published: MDPI AG 2020-06-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/10/12/4076
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spelling doaj-46510010a3eb438ea6a1214743c418eb2020-11-25T02:26:28ZengMDPI AGApplied Sciences2076-34172020-06-01104076407610.3390/app10124076Multi-Objective Optimization of Three Different SMA-LRBs for Seismic Protection of a Benchmark Highway Bridge against Real and Synthetic Ground MotionsReyhaneh Hosseini0Maria Rashidi1Borko Đ. Bulajić2Kamyar Karbasi Arani3Centre for Infrastructure Engineering, Western Sydney University, Penrith, NSW 2751, AustraliaCentre for Infrastructure Engineering, Western Sydney University, Penrith, NSW 2751, AustraliaDepartment of Civil Engineering, University of Novi Sad, 21000 Novi Sad, SerbiaCentre for Infrastructure Engineering, Western Sydney University, Penrith, NSW 2751, AustraliaMany researchers have taken advantage of adding shape memory alloy (SMA) wires to base isolators to control displacements and residual deformations. In the literature, different arrangements of SMA wires wrapped around the rubber bearings can be found, as examples, straight, cross and double-cross arrangements. SMA wires with various configurations and radii lead to the different characteristics of the isolator system and thus various shear hysteresis. Therefore, the aim of this study is to evaluate the performance of these three SMA wire’s configurations in the seismic retrofitting of a benchmark highway bridge by implementing them in the bridge’s existing lead rubber bearings (LRB). This system is referred to as SMA-LRB isolator. Firstly, because of the crucial influence of the wire’s radius, this parameter is determined using a multi-objective optimization algorithm (non-dominated sorting genetic algorithm (NSGA)-II). This algorithm simultaneously minimizes the deck acceleration and mid-span displacement. Secondly, the optimized SMA-LRBs are implemented in the highway bridge and nonlinear dynamic analysis is conducted. For the nonlinear response history analysis, two strong ground motion records are selected from the PEER database, by studying the site’s conditions. In addition, ten synthetic ground acceleration time histories are generated. The result illustrates that the double-cross SMA-LRB reduces the maximum and residual displacements more than two other devices; however, it causes the largest base shear force and deck acceleration. Besides, the cross-configuration results in the least displacement reduction and has the least shear force and acceleration. To find SMA-LRB with the best overall performance, a multi-objective decision-making method is utilized and the straight SMA-LRB is recognized as the most effective isolator.https://www.mdpi.com/2076-3417/10/12/4076passive controlbase isolationmulti-objective optimizationNSGA-IIsynthetic ground motionsshape memory alloy
collection DOAJ
language English
format Article
sources DOAJ
author Reyhaneh Hosseini
Maria Rashidi
Borko Đ. Bulajić
Kamyar Karbasi Arani
spellingShingle Reyhaneh Hosseini
Maria Rashidi
Borko Đ. Bulajić
Kamyar Karbasi Arani
Multi-Objective Optimization of Three Different SMA-LRBs for Seismic Protection of a Benchmark Highway Bridge against Real and Synthetic Ground Motions
Applied Sciences
passive control
base isolation
multi-objective optimization
NSGA-II
synthetic ground motions
shape memory alloy
author_facet Reyhaneh Hosseini
Maria Rashidi
Borko Đ. Bulajić
Kamyar Karbasi Arani
author_sort Reyhaneh Hosseini
title Multi-Objective Optimization of Three Different SMA-LRBs for Seismic Protection of a Benchmark Highway Bridge against Real and Synthetic Ground Motions
title_short Multi-Objective Optimization of Three Different SMA-LRBs for Seismic Protection of a Benchmark Highway Bridge against Real and Synthetic Ground Motions
title_full Multi-Objective Optimization of Three Different SMA-LRBs for Seismic Protection of a Benchmark Highway Bridge against Real and Synthetic Ground Motions
title_fullStr Multi-Objective Optimization of Three Different SMA-LRBs for Seismic Protection of a Benchmark Highway Bridge against Real and Synthetic Ground Motions
title_full_unstemmed Multi-Objective Optimization of Three Different SMA-LRBs for Seismic Protection of a Benchmark Highway Bridge against Real and Synthetic Ground Motions
title_sort multi-objective optimization of three different sma-lrbs for seismic protection of a benchmark highway bridge against real and synthetic ground motions
publisher MDPI AG
series Applied Sciences
issn 2076-3417
publishDate 2020-06-01
description Many researchers have taken advantage of adding shape memory alloy (SMA) wires to base isolators to control displacements and residual deformations. In the literature, different arrangements of SMA wires wrapped around the rubber bearings can be found, as examples, straight, cross and double-cross arrangements. SMA wires with various configurations and radii lead to the different characteristics of the isolator system and thus various shear hysteresis. Therefore, the aim of this study is to evaluate the performance of these three SMA wire’s configurations in the seismic retrofitting of a benchmark highway bridge by implementing them in the bridge’s existing lead rubber bearings (LRB). This system is referred to as SMA-LRB isolator. Firstly, because of the crucial influence of the wire’s radius, this parameter is determined using a multi-objective optimization algorithm (non-dominated sorting genetic algorithm (NSGA)-II). This algorithm simultaneously minimizes the deck acceleration and mid-span displacement. Secondly, the optimized SMA-LRBs are implemented in the highway bridge and nonlinear dynamic analysis is conducted. For the nonlinear response history analysis, two strong ground motion records are selected from the PEER database, by studying the site’s conditions. In addition, ten synthetic ground acceleration time histories are generated. The result illustrates that the double-cross SMA-LRB reduces the maximum and residual displacements more than two other devices; however, it causes the largest base shear force and deck acceleration. Besides, the cross-configuration results in the least displacement reduction and has the least shear force and acceleration. To find SMA-LRB with the best overall performance, a multi-objective decision-making method is utilized and the straight SMA-LRB is recognized as the most effective isolator.
topic passive control
base isolation
multi-objective optimization
NSGA-II
synthetic ground motions
shape memory alloy
url https://www.mdpi.com/2076-3417/10/12/4076
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