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Optimum Double Mass Tuned Damper Inerter for Control of Structure Subjected to ground motions
Tuned mass damper inerter (TMDI) is commonly reported to be a lightweight tunable device that can significantly reduce buildings' seismic response. However, the backward action produced by the inerter and returned to the building in conventional TMDIs may either reduce the device performance or...
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Published in: | Journal of Building Engineering 2021-12, Vol.44, p.103259, Article 103259 |
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creator | Djerouni, Salah Abdeddaim, Mahdi Elias, Said Rupakhety, Rajesh |
description | Tuned mass damper inerter (TMDI) is commonly reported to be a lightweight tunable device that can significantly reduce buildings' seismic response. However, the backward action produced by the inerter and returned to the building in conventional TMDIs may either reduce the device performance or limit the inerter potential. This study proposes and investigates a novel control scheme using large physical mass ratios generated by lightweight inerters. Hence, a double mass tuned damper inerter (DMTDI) is formulated. The proposed control scheme consists of two TMDs placed at the roof of the building and connected via an inerter. Thus, the inerter backward action is transmitted to the secondary mass instead of the building. Both TMDI and DMTDI parameters are optimized using a genetic algorithm (GA). The top floor displacement transfer function's H2- norm is considered as the objective function for minimization. The optimally tuned devices are then tested under one hundred (100) near and far-field ground motions. The results obtained show a significant response improvement in peak displacement, acceleration, and base shear. The structure energy is also investigated; the lowest energy response in the studied structure is observed while using the proposed DMTDI scheme.
•The performance novel double mass connected by an inerter is proposed.•The system performance is compared with conventional tuned mass damper inerter (TMDI) system in different types of earthquake ground motions.•The proposed system provides more response reduction and at the same time practical to be installed in buildings. |
doi_str_mv | 10.1016/j.jobe.2021.103259 |
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•The performance novel double mass connected by an inerter is proposed.•The system performance is compared with conventional tuned mass damper inerter (TMDI) system in different types of earthquake ground motions.•The proposed system provides more response reduction and at the same time practical to be installed in buildings.</description><identifier>ISSN: 2352-7102</identifier><identifier>EISSN: 2352-7102</identifier><identifier>DOI: 10.1016/j.jobe.2021.103259</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>Building structures ; Earthquakes ; Energy ; Genetic algorithm ; H2-norm ; Inertance ; Inerter ; Optimization ; Tuned mass damper inerter</subject><ispartof>Journal of Building Engineering, 2021-12, Vol.44, p.103259, Article 103259</ispartof><rights>2021 The Author(s)</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c344t-64904efed55517ad370e6e48f2af595df292d7266f821d5e50a1f61e727ee90c3</citedby><cites>FETCH-LOGICAL-c344t-64904efed55517ad370e6e48f2af595df292d7266f821d5e50a1f61e727ee90c3</cites><orcidid>0000-0002-8231-9765 ; 0000-0003-3504-3687 ; 0000-0001-5775-9403</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Djerouni, Salah</creatorcontrib><creatorcontrib>Abdeddaim, Mahdi</creatorcontrib><creatorcontrib>Elias, Said</creatorcontrib><creatorcontrib>Rupakhety, Rajesh</creatorcontrib><title>Optimum Double Mass Tuned Damper Inerter for Control of Structure Subjected to ground motions</title><title>Journal of Building Engineering</title><description>Tuned mass damper inerter (TMDI) is commonly reported to be a lightweight tunable device that can significantly reduce buildings' seismic response. However, the backward action produced by the inerter and returned to the building in conventional TMDIs may either reduce the device performance or limit the inerter potential. This study proposes and investigates a novel control scheme using large physical mass ratios generated by lightweight inerters. Hence, a double mass tuned damper inerter (DMTDI) is formulated. The proposed control scheme consists of two TMDs placed at the roof of the building and connected via an inerter. Thus, the inerter backward action is transmitted to the secondary mass instead of the building. Both TMDI and DMTDI parameters are optimized using a genetic algorithm (GA). The top floor displacement transfer function's H2- norm is considered as the objective function for minimization. The optimally tuned devices are then tested under one hundred (100) near and far-field ground motions. The results obtained show a significant response improvement in peak displacement, acceleration, and base shear. The structure energy is also investigated; the lowest energy response in the studied structure is observed while using the proposed DMTDI scheme.
•The performance novel double mass connected by an inerter is proposed.•The system performance is compared with conventional tuned mass damper inerter (TMDI) system in different types of earthquake ground motions.•The proposed system provides more response reduction and at the same time practical to be installed in buildings.</description><subject>Building structures</subject><subject>Earthquakes</subject><subject>Energy</subject><subject>Genetic algorithm</subject><subject>H2-norm</subject><subject>Inertance</subject><subject>Inerter</subject><subject>Optimization</subject><subject>Tuned mass damper inerter</subject><issn>2352-7102</issn><issn>2352-7102</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><recordid>eNp9kE1LAzEQhoMoWGr_gKf8ga3J7CbbBS_S-gWVHlqPErbJRLJ0NyUfgv_eLfXgydM7DDwvMw8ht5zNOePyrpt3fo9zYMDHRQmiuSATKAUUNWdw-We-JrMYO8YYNKJcyGpCPjbH5Prc05XP-wPStzZGussDGrpq-yMG-jpgSGNaH-jSDyn4A_WWblPIOuWAdJv3Heo0EsnTz-DzYGjvk_NDvCFXtj1EnP3mlLw_Pe6WL8V68_y6fFgXuqyqVMiqYRVaNEIIXremrBlKrBYWWisaYSw0YGqQ0i6AG4GCtdxKjjXUiA3T5ZTAuVcHH2NAq47B9W34VpypkyPVqZMjdXKkzo5G6P4M4XjZl8OgonY4aDQujP8o491_-A_5J3Ad</recordid><startdate>202112</startdate><enddate>202112</enddate><creator>Djerouni, Salah</creator><creator>Abdeddaim, Mahdi</creator><creator>Elias, Said</creator><creator>Rupakhety, Rajesh</creator><general>Elsevier Ltd</general><scope>6I.</scope><scope>AAFTH</scope><scope>AAYXX</scope><scope>CITATION</scope><orcidid>https://orcid.org/0000-0002-8231-9765</orcidid><orcidid>https://orcid.org/0000-0003-3504-3687</orcidid><orcidid>https://orcid.org/0000-0001-5775-9403</orcidid></search><sort><creationdate>202112</creationdate><title>Optimum Double Mass Tuned Damper Inerter for Control of Structure Subjected to ground motions</title><author>Djerouni, Salah ; Abdeddaim, Mahdi ; Elias, Said ; Rupakhety, Rajesh</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c344t-64904efed55517ad370e6e48f2af595df292d7266f821d5e50a1f61e727ee90c3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2021</creationdate><topic>Building structures</topic><topic>Earthquakes</topic><topic>Energy</topic><topic>Genetic algorithm</topic><topic>H2-norm</topic><topic>Inertance</topic><topic>Inerter</topic><topic>Optimization</topic><topic>Tuned mass damper inerter</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Djerouni, Salah</creatorcontrib><creatorcontrib>Abdeddaim, Mahdi</creatorcontrib><creatorcontrib>Elias, Said</creatorcontrib><creatorcontrib>Rupakhety, Rajesh</creatorcontrib><collection>ScienceDirect Open Access Titles</collection><collection>Elsevier:ScienceDirect:Open Access</collection><collection>CrossRef</collection><jtitle>Journal of Building Engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Djerouni, Salah</au><au>Abdeddaim, Mahdi</au><au>Elias, Said</au><au>Rupakhety, Rajesh</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Optimum Double Mass Tuned Damper Inerter for Control of Structure Subjected to ground motions</atitle><jtitle>Journal of Building Engineering</jtitle><date>2021-12</date><risdate>2021</risdate><volume>44</volume><spage>103259</spage><pages>103259-</pages><artnum>103259</artnum><issn>2352-7102</issn><eissn>2352-7102</eissn><abstract>Tuned mass damper inerter (TMDI) is commonly reported to be a lightweight tunable device that can significantly reduce buildings' seismic response. However, the backward action produced by the inerter and returned to the building in conventional TMDIs may either reduce the device performance or limit the inerter potential. This study proposes and investigates a novel control scheme using large physical mass ratios generated by lightweight inerters. Hence, a double mass tuned damper inerter (DMTDI) is formulated. The proposed control scheme consists of two TMDs placed at the roof of the building and connected via an inerter. Thus, the inerter backward action is transmitted to the secondary mass instead of the building. Both TMDI and DMTDI parameters are optimized using a genetic algorithm (GA). The top floor displacement transfer function's H2- norm is considered as the objective function for minimization. The optimally tuned devices are then tested under one hundred (100) near and far-field ground motions. The results obtained show a significant response improvement in peak displacement, acceleration, and base shear. The structure energy is also investigated; the lowest energy response in the studied structure is observed while using the proposed DMTDI scheme.
•The performance novel double mass connected by an inerter is proposed.•The system performance is compared with conventional tuned mass damper inerter (TMDI) system in different types of earthquake ground motions.•The proposed system provides more response reduction and at the same time practical to be installed in buildings.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/j.jobe.2021.103259</doi><orcidid>https://orcid.org/0000-0002-8231-9765</orcidid><orcidid>https://orcid.org/0000-0003-3504-3687</orcidid><orcidid>https://orcid.org/0000-0001-5775-9403</orcidid><oa>free_for_read</oa></addata></record> |
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subjects | Building structures Earthquakes Energy Genetic algorithm H2-norm Inertance Inerter Optimization Tuned mass damper inerter |
title | Optimum Double Mass Tuned Damper Inerter for Control of Structure Subjected to ground motions |
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