Interpretation of simultaneously optimized fuzzy controller and active tuned mass damper parameters under Pulse-type ground motions
•Optimization and Interpretation of Fuzzy Controller Parameters.•The controller is installed on the roof of a 15-story building, and its characteristics are determined by a 3-dimensional (3d) finite element model of a real structure.•Investigating the performance of the suggested method by the aim o...
Gespeichert in:
| Veröffentlicht in: | Engineering structures 2022-06, Vol.261, p.114286, Article 114286 |
|---|---|
| Hauptverfasser: | , , , , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | |
|---|---|
| container_issue | |
| container_start_page | 114286 |
| container_title | Engineering structures |
| container_volume | 261 |
| creator | Hosseini Lavassani, Seyed Hossein Ebadijalal, Mehrdad Shahrouzi, Mohsen Gharehbaghi, Vahidreza Noroozinejad Farsangi, Ehsan Yang, T.Y. |
| description | •Optimization and Interpretation of Fuzzy Controller Parameters.•The controller is installed on the roof of a 15-story building, and its characteristics are determined by a 3-dimensional (3d) finite element model of a real structure.•Investigating the performance of the suggested method by the aim of energy consumption.•FLC parameters, including fuzzy rules, shape of membership functions (MFs) and MF limitations, as well as ATMD parameters such as mass, damping, stiffness and maximum control force, were optimized subjected to both peak displacement of the last story and highest inter-story drift objective functions (OFs).•A general-purpose center of mass optimization (CMO) algorithm is established to tackle the optimization problem.
All fuzzy logic controller specifications and active tuned mass damper (ATMD) parameters are simultaneously optimized under seven pulse-type near-fault earthquake records. The last story's peak displacement and the maximum inter-story drift are separate objective functions. The controller is installed on the roof of a 15-story building, and its characteristics are determined by a 3-dimensional finite element model of a real structure. Adopting a simple model, soil-structure interaction effects are investigated. Geotechnical tests of the site soil are used to determine soil characteristics. A general-purpose center of mass optimization algorithm is established to tackle the optimization problem. The algorithm results are compared with those of two popular optimization algorithms. An ensemble of twenty-four pulse-type ground motions is utilized to evaluate and validate the proposed controller. Optimal results are compared and discussed for the two objective functions, where interpreting numerical results may contain practical information about excitations and the structure. |
| doi_str_mv | 10.1016/j.engstruct.2022.114286 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2675696380</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0141029622004114</els_id><sourcerecordid>2675696380</sourcerecordid><originalsourceid>FETCH-LOGICAL-c343t-e3a869e29ca6e773577e55237fa2bb6e272d090c606e5168dc47c411a38e01d33</originalsourceid><addsrcrecordid>eNqFUMtqGzEUFaWFuG6_IYKsx9FjRppZGpM2BkO7aNdCke4EmRlpqofB3vbHK-OQbVcXzpN7ELqnZEMJFY_HDfjXlGMxecMIYxtKW9aLD2hFe8kbyRn_iFaEtrQhbBB36HNKR0II63uyQn_3PkNcImSdXfA4jDi5uUxZewglTWccluxmdwGLx3K5nLEJPscwTRCx9hZrk90JcC6-KmadErZ6Xiq56KhnqOEJF28r8LNMCZp8XgC_xlAxPIdrZ_qCPo26cl_f7hr9_vb0a_fcHH583--2h8bwlucGuO7FAGwwWoCUvJMSuo5xOWr28iKASWbJQIwgAjoqemtaaVpKNe-BUMv5Gj3ccpcY_hRIWR1Dib5WKiZkJwbBe1JV8qYyMaQUYVRLdLOOZ0WJui6ujup9cXVdXN0Wr87tzQn1iZODqJJx4A1YF6FqbXD_zfgHq8WSEg</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2675696380</pqid></control><display><type>article</type><title>Interpretation of simultaneously optimized fuzzy controller and active tuned mass damper parameters under Pulse-type ground motions</title><source>Access via ScienceDirect (Elsevier)</source><creator>Hosseini Lavassani, Seyed Hossein ; Ebadijalal, Mehrdad ; Shahrouzi, Mohsen ; Gharehbaghi, Vahidreza ; Noroozinejad Farsangi, Ehsan ; Yang, T.Y.</creator><creatorcontrib>Hosseini Lavassani, Seyed Hossein ; Ebadijalal, Mehrdad ; Shahrouzi, Mohsen ; Gharehbaghi, Vahidreza ; Noroozinejad Farsangi, Ehsan ; Yang, T.Y.</creatorcontrib><description>•Optimization and Interpretation of Fuzzy Controller Parameters.•The controller is installed on the roof of a 15-story building, and its characteristics are determined by a 3-dimensional (3d) finite element model of a real structure.•Investigating the performance of the suggested method by the aim of energy consumption.•FLC parameters, including fuzzy rules, shape of membership functions (MFs) and MF limitations, as well as ATMD parameters such as mass, damping, stiffness and maximum control force, were optimized subjected to both peak displacement of the last story and highest inter-story drift objective functions (OFs).•A general-purpose center of mass optimization (CMO) algorithm is established to tackle the optimization problem.
All fuzzy logic controller specifications and active tuned mass damper (ATMD) parameters are simultaneously optimized under seven pulse-type near-fault earthquake records. The last story's peak displacement and the maximum inter-story drift are separate objective functions. The controller is installed on the roof of a 15-story building, and its characteristics are determined by a 3-dimensional finite element model of a real structure. Adopting a simple model, soil-structure interaction effects are investigated. Geotechnical tests of the site soil are used to determine soil characteristics. A general-purpose center of mass optimization algorithm is established to tackle the optimization problem. The algorithm results are compared with those of two popular optimization algorithms. An ensemble of twenty-four pulse-type ground motions is utilized to evaluate and validate the proposed controller. Optimal results are compared and discussed for the two objective functions, where interpreting numerical results may contain practical information about excitations and the structure.</description><identifier>ISSN: 0141-0296</identifier><identifier>EISSN: 1873-7323</identifier><identifier>DOI: 10.1016/j.engstruct.2022.114286</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>Active damping ; Active Tuned Mass Damper ; Algorithms ; Center of Mass Optimization ; Controllers ; Earthquake dampers ; Earthquakes ; Finite element method ; Fuzzy control ; Fuzzy logic ; Fuzzy Logic Controller ; Ground motion ; Mathematical models ; Optimization ; Parameters ; Pulse-type Earthquake Records ; Seismic activity ; Soil characteristics ; Soil-Structure Interaction ; Three dimensional models ; Vibration isolators</subject><ispartof>Engineering structures, 2022-06, Vol.261, p.114286, Article 114286</ispartof><rights>2022 Elsevier Ltd</rights><rights>Copyright Elsevier BV Jun 15, 2022</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c343t-e3a869e29ca6e773577e55237fa2bb6e272d090c606e5168dc47c411a38e01d33</citedby><cites>FETCH-LOGICAL-c343t-e3a869e29ca6e773577e55237fa2bb6e272d090c606e5168dc47c411a38e01d33</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.engstruct.2022.114286$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,780,784,3550,27924,27925,45995</link.rule.ids></links><search><creatorcontrib>Hosseini Lavassani, Seyed Hossein</creatorcontrib><creatorcontrib>Ebadijalal, Mehrdad</creatorcontrib><creatorcontrib>Shahrouzi, Mohsen</creatorcontrib><creatorcontrib>Gharehbaghi, Vahidreza</creatorcontrib><creatorcontrib>Noroozinejad Farsangi, Ehsan</creatorcontrib><creatorcontrib>Yang, T.Y.</creatorcontrib><title>Interpretation of simultaneously optimized fuzzy controller and active tuned mass damper parameters under Pulse-type ground motions</title><title>Engineering structures</title><description>•Optimization and Interpretation of Fuzzy Controller Parameters.•The controller is installed on the roof of a 15-story building, and its characteristics are determined by a 3-dimensional (3d) finite element model of a real structure.•Investigating the performance of the suggested method by the aim of energy consumption.•FLC parameters, including fuzzy rules, shape of membership functions (MFs) and MF limitations, as well as ATMD parameters such as mass, damping, stiffness and maximum control force, were optimized subjected to both peak displacement of the last story and highest inter-story drift objective functions (OFs).•A general-purpose center of mass optimization (CMO) algorithm is established to tackle the optimization problem.
All fuzzy logic controller specifications and active tuned mass damper (ATMD) parameters are simultaneously optimized under seven pulse-type near-fault earthquake records. The last story's peak displacement and the maximum inter-story drift are separate objective functions. The controller is installed on the roof of a 15-story building, and its characteristics are determined by a 3-dimensional finite element model of a real structure. Adopting a simple model, soil-structure interaction effects are investigated. Geotechnical tests of the site soil are used to determine soil characteristics. A general-purpose center of mass optimization algorithm is established to tackle the optimization problem. The algorithm results are compared with those of two popular optimization algorithms. An ensemble of twenty-four pulse-type ground motions is utilized to evaluate and validate the proposed controller. Optimal results are compared and discussed for the two objective functions, where interpreting numerical results may contain practical information about excitations and the structure.</description><subject>Active damping</subject><subject>Active Tuned Mass Damper</subject><subject>Algorithms</subject><subject>Center of Mass Optimization</subject><subject>Controllers</subject><subject>Earthquake dampers</subject><subject>Earthquakes</subject><subject>Finite element method</subject><subject>Fuzzy control</subject><subject>Fuzzy logic</subject><subject>Fuzzy Logic Controller</subject><subject>Ground motion</subject><subject>Mathematical models</subject><subject>Optimization</subject><subject>Parameters</subject><subject>Pulse-type Earthquake Records</subject><subject>Seismic activity</subject><subject>Soil characteristics</subject><subject>Soil-Structure Interaction</subject><subject>Three dimensional models</subject><subject>Vibration isolators</subject><issn>0141-0296</issn><issn>1873-7323</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><recordid>eNqFUMtqGzEUFaWFuG6_IYKsx9FjRppZGpM2BkO7aNdCke4EmRlpqofB3vbHK-OQbVcXzpN7ELqnZEMJFY_HDfjXlGMxecMIYxtKW9aLD2hFe8kbyRn_iFaEtrQhbBB36HNKR0II63uyQn_3PkNcImSdXfA4jDi5uUxZewglTWccluxmdwGLx3K5nLEJPscwTRCx9hZrk90JcC6-KmadErZ6Xiq56KhnqOEJF28r8LNMCZp8XgC_xlAxPIdrZ_qCPo26cl_f7hr9_vb0a_fcHH583--2h8bwlucGuO7FAGwwWoCUvJMSuo5xOWr28iKASWbJQIwgAjoqemtaaVpKNe-BUMv5Gj3ccpcY_hRIWR1Dib5WKiZkJwbBe1JV8qYyMaQUYVRLdLOOZ0WJui6ujup9cXVdXN0Wr87tzQn1iZODqJJx4A1YF6FqbXD_zfgHq8WSEg</recordid><startdate>20220615</startdate><enddate>20220615</enddate><creator>Hosseini Lavassani, Seyed Hossein</creator><creator>Ebadijalal, Mehrdad</creator><creator>Shahrouzi, Mohsen</creator><creator>Gharehbaghi, Vahidreza</creator><creator>Noroozinejad Farsangi, Ehsan</creator><creator>Yang, T.Y.</creator><general>Elsevier Ltd</general><general>Elsevier BV</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>7ST</scope><scope>8BQ</scope><scope>8FD</scope><scope>C1K</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope><scope>SOI</scope></search><sort><creationdate>20220615</creationdate><title>Interpretation of simultaneously optimized fuzzy controller and active tuned mass damper parameters under Pulse-type ground motions</title><author>Hosseini Lavassani, Seyed Hossein ; Ebadijalal, Mehrdad ; Shahrouzi, Mohsen ; Gharehbaghi, Vahidreza ; Noroozinejad Farsangi, Ehsan ; Yang, T.Y.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c343t-e3a869e29ca6e773577e55237fa2bb6e272d090c606e5168dc47c411a38e01d33</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2022</creationdate><topic>Active damping</topic><topic>Active Tuned Mass Damper</topic><topic>Algorithms</topic><topic>Center of Mass Optimization</topic><topic>Controllers</topic><topic>Earthquake dampers</topic><topic>Earthquakes</topic><topic>Finite element method</topic><topic>Fuzzy control</topic><topic>Fuzzy logic</topic><topic>Fuzzy Logic Controller</topic><topic>Ground motion</topic><topic>Mathematical models</topic><topic>Optimization</topic><topic>Parameters</topic><topic>Pulse-type Earthquake Records</topic><topic>Seismic activity</topic><topic>Soil characteristics</topic><topic>Soil-Structure Interaction</topic><topic>Three dimensional models</topic><topic>Vibration isolators</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Hosseini Lavassani, Seyed Hossein</creatorcontrib><creatorcontrib>Ebadijalal, Mehrdad</creatorcontrib><creatorcontrib>Shahrouzi, Mohsen</creatorcontrib><creatorcontrib>Gharehbaghi, Vahidreza</creatorcontrib><creatorcontrib>Noroozinejad Farsangi, Ehsan</creatorcontrib><creatorcontrib>Yang, T.Y.</creatorcontrib><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Environment Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Environment Abstracts</collection><jtitle>Engineering structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Hosseini Lavassani, Seyed Hossein</au><au>Ebadijalal, Mehrdad</au><au>Shahrouzi, Mohsen</au><au>Gharehbaghi, Vahidreza</au><au>Noroozinejad Farsangi, Ehsan</au><au>Yang, T.Y.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Interpretation of simultaneously optimized fuzzy controller and active tuned mass damper parameters under Pulse-type ground motions</atitle><jtitle>Engineering structures</jtitle><date>2022-06-15</date><risdate>2022</risdate><volume>261</volume><spage>114286</spage><pages>114286-</pages><artnum>114286</artnum><issn>0141-0296</issn><eissn>1873-7323</eissn><abstract>•Optimization and Interpretation of Fuzzy Controller Parameters.•The controller is installed on the roof of a 15-story building, and its characteristics are determined by a 3-dimensional (3d) finite element model of a real structure.•Investigating the performance of the suggested method by the aim of energy consumption.•FLC parameters, including fuzzy rules, shape of membership functions (MFs) and MF limitations, as well as ATMD parameters such as mass, damping, stiffness and maximum control force, were optimized subjected to both peak displacement of the last story and highest inter-story drift objective functions (OFs).•A general-purpose center of mass optimization (CMO) algorithm is established to tackle the optimization problem.
All fuzzy logic controller specifications and active tuned mass damper (ATMD) parameters are simultaneously optimized under seven pulse-type near-fault earthquake records. The last story's peak displacement and the maximum inter-story drift are separate objective functions. The controller is installed on the roof of a 15-story building, and its characteristics are determined by a 3-dimensional finite element model of a real structure. Adopting a simple model, soil-structure interaction effects are investigated. Geotechnical tests of the site soil are used to determine soil characteristics. A general-purpose center of mass optimization algorithm is established to tackle the optimization problem. The algorithm results are compared with those of two popular optimization algorithms. An ensemble of twenty-four pulse-type ground motions is utilized to evaluate and validate the proposed controller. Optimal results are compared and discussed for the two objective functions, where interpreting numerical results may contain practical information about excitations and the structure.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.engstruct.2022.114286</doi></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0141-0296 |
| ispartof | Engineering structures, 2022-06, Vol.261, p.114286, Article 114286 |
| issn | 0141-0296 1873-7323 |
| language | eng |
| recordid | cdi_proquest_journals_2675696380 |
| source | Access via ScienceDirect (Elsevier) |
| subjects | Active damping Active Tuned Mass Damper Algorithms Center of Mass Optimization Controllers Earthquake dampers Earthquakes Finite element method Fuzzy control Fuzzy logic Fuzzy Logic Controller Ground motion Mathematical models Optimization Parameters Pulse-type Earthquake Records Seismic activity Soil characteristics Soil-Structure Interaction Three dimensional models Vibration isolators |
| title | Interpretation of simultaneously optimized fuzzy controller and active tuned mass damper parameters under Pulse-type ground motions |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-01T20%3A55%3A19IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Interpretation%20of%20simultaneously%20optimized%20fuzzy%20controller%20and%20active%20tuned%20mass%20damper%20parameters%20under%20Pulse-type%20ground%20motions&rft.jtitle=Engineering%20structures&rft.au=Hosseini%20Lavassani,%20Seyed%20Hossein&rft.date=2022-06-15&rft.volume=261&rft.spage=114286&rft.pages=114286-&rft.artnum=114286&rft.issn=0141-0296&rft.eissn=1873-7323&rft_id=info:doi/10.1016/j.engstruct.2022.114286&rft_dat=%3Cproquest_cross%3E2675696380%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2675696380&rft_id=info:pmid/&rft_els_id=S0141029622004114&rfr_iscdi=true |