Performance-based seismic design of steel frames using ant colony optimization
In this paper, a performance-based optimal seismic design of frame structures is presented using the ant colony optimization (ACO) method. This discrete metaheuristic algorithm leads to a significant improvement in consistency and computational efficiency compared to other evolutionary methods. A no...
Gespeichert in:
| Veröffentlicht in: | Journal of constructional steel research 2010-04, Vol.66 (4), p.566-574 |
|---|---|
| Hauptverfasser: | , , , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 574 |
|---|---|
| container_issue | 4 |
| container_start_page | 566 |
| container_title | Journal of constructional steel research |
| container_volume | 66 |
| creator | Kaveh, A. Farahmand Azar, B. Hadidi, A. Rezazadeh Sorochi, F. Talatahari, S. |
| description | In this paper, a performance-based optimal seismic design of frame structures is presented using the ant colony optimization (ACO) method. This discrete metaheuristic algorithm leads to a significant improvement in consistency and computational efficiency compared to other evolutionary methods. A nonlinear analysis is utilized to arrive at the structural response at various seismic performance levels, employing a simple computer-based method for push-over analysis which accounts for first-order elastic and second-order geometric stiffness properties. Two examples are presented to illustrate the capabilities of ACO in designing lightweight frames, satisfying multiple performance levels of seismic design constraints for steel moment frame buildings, and a comparison is made with a standard genetic algorithm (GA) implementation to show the superiority of ACO for the discussed optimization problem. |
| doi_str_mv | 10.1016/j.jcsr.2009.11.006 |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_1730055584</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0143974X09002673</els_id><sourcerecordid>1266738488</sourcerecordid><originalsourceid>FETCH-LOGICAL-c366t-8b146e623b26b9674fd75cb722b207dfdb5be8b7fc7428f7384b305c42eb796e3</originalsourceid><addsrcrecordid>eNqFkE1LxDAQQIMouK7-AU85emnNR5uk4EXELxD1oOAtNOlEsrTNmukK-uvtsp71NJf3ZphHyClnJWdcna_KlcdcCsaakvOSMbVHFtxoWdSNkftkwXgli0ZXb4fkCHHFGDONNAvy-Aw5pDy0o4fCtQgdRYg4RE87wPg-0hQoTgA9DbkdAOkG4_hO23GiPvVp_KJpPcUhfrdTTOMxOQhtj3DyO5fk9eb65equeHi6vb-6fCi8VGoqjOOVAiWkE8o1Sleh07V3WggnmO5C52oHxungdSVM0NJUTrLaVwKcbhTIJTnb7V3n9LEBnOwQ0UPftyOkDVquJWN1XZvqf1QotT1gzIyKHepzQswQ7DrHoc1fljO77WxXdtvZbjtbzu3ceZYudhLM_35GyBZ9hDlnFzP4yXYp_qX_ANr-hw8</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1266738488</pqid></control><display><type>article</type><title>Performance-based seismic design of steel frames using ant colony optimization</title><source>Elsevier ScienceDirect Journals</source><creator>Kaveh, A. ; Farahmand Azar, B. ; Hadidi, A. ; Rezazadeh Sorochi, F. ; Talatahari, S.</creator><creatorcontrib>Kaveh, A. ; Farahmand Azar, B. ; Hadidi, A. ; Rezazadeh Sorochi, F. ; Talatahari, S.</creatorcontrib><description>In this paper, a performance-based optimal seismic design of frame structures is presented using the ant colony optimization (ACO) method. This discrete metaheuristic algorithm leads to a significant improvement in consistency and computational efficiency compared to other evolutionary methods. A nonlinear analysis is utilized to arrive at the structural response at various seismic performance levels, employing a simple computer-based method for push-over analysis which accounts for first-order elastic and second-order geometric stiffness properties. Two examples are presented to illustrate the capabilities of ACO in designing lightweight frames, satisfying multiple performance levels of seismic design constraints for steel moment frame buildings, and a comparison is made with a standard genetic algorithm (GA) implementation to show the superiority of ACO for the discussed optimization problem.</description><identifier>ISSN: 0143-974X</identifier><identifier>EISSN: 1873-5983</identifier><identifier>DOI: 10.1016/j.jcsr.2009.11.006</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>Ant colony optimization ; Colonies ; Evolutionary ; Frames ; Genetic algorithms ; Optimization ; Performance-based seismic design ; Seismic design ; Seismic phenomena ; Steel frame structures ; Steel frames ; Structural steels</subject><ispartof>Journal of constructional steel research, 2010-04, Vol.66 (4), p.566-574</ispartof><rights>2009 Elsevier Ltd</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c366t-8b146e623b26b9674fd75cb722b207dfdb5be8b7fc7428f7384b305c42eb796e3</citedby><cites>FETCH-LOGICAL-c366t-8b146e623b26b9674fd75cb722b207dfdb5be8b7fc7428f7384b305c42eb796e3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0143974X09002673$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3537,27901,27902,65306</link.rule.ids></links><search><creatorcontrib>Kaveh, A.</creatorcontrib><creatorcontrib>Farahmand Azar, B.</creatorcontrib><creatorcontrib>Hadidi, A.</creatorcontrib><creatorcontrib>Rezazadeh Sorochi, F.</creatorcontrib><creatorcontrib>Talatahari, S.</creatorcontrib><title>Performance-based seismic design of steel frames using ant colony optimization</title><title>Journal of constructional steel research</title><description>In this paper, a performance-based optimal seismic design of frame structures is presented using the ant colony optimization (ACO) method. This discrete metaheuristic algorithm leads to a significant improvement in consistency and computational efficiency compared to other evolutionary methods. A nonlinear analysis is utilized to arrive at the structural response at various seismic performance levels, employing a simple computer-based method for push-over analysis which accounts for first-order elastic and second-order geometric stiffness properties. Two examples are presented to illustrate the capabilities of ACO in designing lightweight frames, satisfying multiple performance levels of seismic design constraints for steel moment frame buildings, and a comparison is made with a standard genetic algorithm (GA) implementation to show the superiority of ACO for the discussed optimization problem.</description><subject>Ant colony optimization</subject><subject>Colonies</subject><subject>Evolutionary</subject><subject>Frames</subject><subject>Genetic algorithms</subject><subject>Optimization</subject><subject>Performance-based seismic design</subject><subject>Seismic design</subject><subject>Seismic phenomena</subject><subject>Steel frame structures</subject><subject>Steel frames</subject><subject>Structural steels</subject><issn>0143-974X</issn><issn>1873-5983</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2010</creationdate><recordtype>article</recordtype><recordid>eNqFkE1LxDAQQIMouK7-AU85emnNR5uk4EXELxD1oOAtNOlEsrTNmukK-uvtsp71NJf3ZphHyClnJWdcna_KlcdcCsaakvOSMbVHFtxoWdSNkftkwXgli0ZXb4fkCHHFGDONNAvy-Aw5pDy0o4fCtQgdRYg4RE87wPg-0hQoTgA9DbkdAOkG4_hO23GiPvVp_KJpPcUhfrdTTOMxOQhtj3DyO5fk9eb65equeHi6vb-6fCi8VGoqjOOVAiWkE8o1Sleh07V3WggnmO5C52oHxungdSVM0NJUTrLaVwKcbhTIJTnb7V3n9LEBnOwQ0UPftyOkDVquJWN1XZvqf1QotT1gzIyKHepzQswQ7DrHoc1fljO77WxXdtvZbjtbzu3ceZYudhLM_35GyBZ9hDlnFzP4yXYp_qX_ANr-hw8</recordid><startdate>20100401</startdate><enddate>20100401</enddate><creator>Kaveh, A.</creator><creator>Farahmand Azar, B.</creator><creator>Hadidi, A.</creator><creator>Rezazadeh Sorochi, F.</creator><creator>Talatahari, S.</creator><general>Elsevier Ltd</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7SM</scope><scope>8BQ</scope><scope>8FD</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope></search><sort><creationdate>20100401</creationdate><title>Performance-based seismic design of steel frames using ant colony optimization</title><author>Kaveh, A. ; Farahmand Azar, B. ; Hadidi, A. ; Rezazadeh Sorochi, F. ; Talatahari, S.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c366t-8b146e623b26b9674fd75cb722b207dfdb5be8b7fc7428f7384b305c42eb796e3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2010</creationdate><topic>Ant colony optimization</topic><topic>Colonies</topic><topic>Evolutionary</topic><topic>Frames</topic><topic>Genetic algorithms</topic><topic>Optimization</topic><topic>Performance-based seismic design</topic><topic>Seismic design</topic><topic>Seismic phenomena</topic><topic>Steel frame structures</topic><topic>Steel frames</topic><topic>Structural steels</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Kaveh, A.</creatorcontrib><creatorcontrib>Farahmand Azar, B.</creatorcontrib><creatorcontrib>Hadidi, A.</creatorcontrib><creatorcontrib>Rezazadeh Sorochi, F.</creatorcontrib><creatorcontrib>Talatahari, S.</creatorcontrib><collection>CrossRef</collection><collection>Earthquake Engineering Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of constructional steel research</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Kaveh, A.</au><au>Farahmand Azar, B.</au><au>Hadidi, A.</au><au>Rezazadeh Sorochi, F.</au><au>Talatahari, S.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Performance-based seismic design of steel frames using ant colony optimization</atitle><jtitle>Journal of constructional steel research</jtitle><date>2010-04-01</date><risdate>2010</risdate><volume>66</volume><issue>4</issue><spage>566</spage><epage>574</epage><pages>566-574</pages><issn>0143-974X</issn><eissn>1873-5983</eissn><abstract>In this paper, a performance-based optimal seismic design of frame structures is presented using the ant colony optimization (ACO) method. This discrete metaheuristic algorithm leads to a significant improvement in consistency and computational efficiency compared to other evolutionary methods. A nonlinear analysis is utilized to arrive at the structural response at various seismic performance levels, employing a simple computer-based method for push-over analysis which accounts for first-order elastic and second-order geometric stiffness properties. Two examples are presented to illustrate the capabilities of ACO in designing lightweight frames, satisfying multiple performance levels of seismic design constraints for steel moment frame buildings, and a comparison is made with a standard genetic algorithm (GA) implementation to show the superiority of ACO for the discussed optimization problem.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/j.jcsr.2009.11.006</doi><tpages>9</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0143-974X |
| ispartof | Journal of constructional steel research, 2010-04, Vol.66 (4), p.566-574 |
| issn | 0143-974X 1873-5983 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_1730055584 |
| source | Elsevier ScienceDirect Journals |
| subjects | Ant colony optimization Colonies Evolutionary Frames Genetic algorithms Optimization Performance-based seismic design Seismic design Seismic phenomena Steel frame structures Steel frames Structural steels |
| title | Performance-based seismic design of steel frames using ant colony optimization |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-06T17%3A31%3A11IST&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=Performance-based%20seismic%20design%20of%20steel%20frames%20using%20ant%20colony%20optimization&rft.jtitle=Journal%20of%20constructional%20steel%20research&rft.au=Kaveh,%20A.&rft.date=2010-04-01&rft.volume=66&rft.issue=4&rft.spage=566&rft.epage=574&rft.pages=566-574&rft.issn=0143-974X&rft.eissn=1873-5983&rft_id=info:doi/10.1016/j.jcsr.2009.11.006&rft_dat=%3Cproquest_cross%3E1266738488%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=1266738488&rft_id=info:pmid/&rft_els_id=S0143974X09002673&rfr_iscdi=true |